High-strength steel sheet and high-strength galvanized steel sheet

Information

  • Patent Grant
  • 11035021
  • Patent Number
    11,035,021
  • Date Filed
    Thursday, March 23, 2017
    7 years ago
  • Date Issued
    Tuesday, June 15, 2021
    3 years ago
Abstract
A high-strength steel sheet includes: a specific chemical composition; and a microstructure represented by, in a ⅛ thickness to ⅜ thickness range with ¼ thickness of a sheet thickness from a surface being a center, in volume fraction, ferrite: 85% or less, bainite: 3% or more and 95% or less, tempered martensite: 1% or more and 80% or less, retained austenite: 1% or more and 25% or less, pearlite and coarse cementite: 5% or less in total, and fresh martensite: 5% or less, in which the solid-solution carbon content in the retained austenite is 0.70 to 1.30 mass %, and to all grain boundaries of retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more, the proportion of interfaces with the tempered martensite or the fresh martensite is 75% or less.
Description
TECHNICAL FIELD

The present invention relates to a high-strength steel sheet and a high-strength galvanized steel sheet.


BACKGROUND ART

In recent years, in a high-strength steel sheet used for automobiles and the like, a demand for further improvement in impact resistance has been increasing. Further, in the high-strength steel sheet used for automobiles and the like, formability such as ductility or hole expandability has also been required in order to obtain a complicated member shape.


For example, a high-strength cold-rolled steel sheet aiming at improvements in ductility and hole expandability has been described in Patent Literature 1, a high-strength steel sheet aiming at improvements in toughness and HAZ toughness has been described in Patent Literature 2, and a high-strength steel sheet aiming at improvements in shape fixability and workability has been described in Patent Literature 3. Further, a high-strength hot-dip galvanized steel sheet aiming at an improvement in bake hardenability while securing ductility has been described in Patent Literature 4, a high-strength hot-dip galvanized steel sheet aiming at an improvement in mechanical cutting property while securing ductility has been described in Patent Literature 5, and a high-strength hot-dip galvanized steel sheet aiming at an improvement in workability has been described in Patent Literature 6.


However, the conventional high-strength steel sheets fail to achieve excellent formability and impact resistance both that are required recently.


CITATION LIST
Patent Literature



  • Patent Literature 1: Japanese Patent No. 5463685

  • Patent Literature 2: Japanese Laid-open Patent Publication No. 2014-9387

  • Patent Literature 3: International Publication Pamphlet No. WO2013/018741

  • Patent Literature 4: International Publication Pamphlet No. WO2013/047821

  • Patent Literature 5: International Publication Pamphlet No. WO2013/047739

  • Patent Literature 6: Japanese Laid-open Patent Publication No. 2009-209451



SUMMARY OF INVENTION
Technical Problem

An object of the present invention is to provide a high-strength steel sheet and a high-strength galvanized steel sheet that are capable of obtaining excellent formability and impact resistance.


Solution to Problem

The present inventors conducted earnest examination in order to solve the above-described problems. As a result, it became clear that it is important to arrange coarse retained austenite, which becomes a starting point of destruction, so as not to be adjacent to tempered martensite and fresh martensite as much as possible, as well as to make a chemical composition and volume fractions of a microstructure appropriate. Further, it became clear that suppression of uneven arrangement of Mn in a manufacturing process is extremely important for control of such an arrangement of retained austenite, tempered martensite, and fresh martensite.


In general, in order to control the volume fractions of a microstructure of a high-strength steel sheet, a parent phase is composed of austenite grains during retention at around the maximum heating temperature of annealing after cold rolling, and cooling conditions thereafter and the like are adjusted. In a region where Mn is arranged unevenly, the austenite grains become coarse during retention, to obtain a structure in which coarse retained austenite and fresh martensite mixedly exist adjacently to each other during cooling. In tempering after annealing, almost the whole of the fresh martensite turns into tempered martensite, but the arrangement in the structure does not change in the tempering, so that in a microstructure after the tempering, the coarse retained austenite and the tempered martensite or the fresh martensite mixedly exist adjacently to each other. For example, the coarse retained austenite exists so as to be surrounded by the tempered martensite. In the high-strength steel sheet having such a microstructure, destruction starting from an interface between the coarse retained austenite and the tempered martensite or the fresh martensite is likely to occur.


Conventionally, conditions of the annealing and conditions of the tempering have been proposed in order to make the chemical composition and the volume fractions of the microstructure appropriate, but only adjustment of these conditions fails to control the uneven arrangement of Mn because the uneven arrangement of Mn progresses with a phase transformation at relatively high temperature. As a result that the present inventors conducted earnest examination in order to suppress the uneven arrangement of Mn, they found out that the uneven arrangement of Mn can be suppressed in a cooling process of hot rolling and a heating process of annealing, and the suppression of the uneven arrangement of Mn enables the parent phase to be composed of finely and homogeneously dispersed austenite grains during retention at around the maximum heating temperature. The parent phase is composed of finely and homogeneously dispersed austenite grains, and thereby the retained austenite and the tempered martensite or the fresh martensite are separated from each other by bainite, ferrite, and the like to make it difficult for the retained austenite to be adjacent to the tempered martensite or the fresh martensite after a phase transformation caused by cooling. Even when the retained austenite surrounded by the tempered martensite exists, the retained austenite does not easily become a starting point of destruction because of being fine. The present inventors devised the following various aspects of the invention based on such findings.


(1)


A high-strength steel sheet includes: a chemical composition represented by, in mass %,


C: 0.075 to 0.400%,


Si: 0.01 to 2.50%,


Mn: 0.50 to 3.50%,


P: 0.1000% or less,


S: 0.0100% or less,


Al: 2.000% or less,


N: 0.0100% or less,


O: 0.0100% or less,


Ti: 0.000 to 0.200%,


Nb: 0.000 to 0.100%,


V: 0.000 to 0.500%,


Cr: 0.00 to 2.00%,


Ni: 0.00 to 2.00%,


Cu: 0.00 to 2.00%,


Mo: 0.00 to 1.00%,


B: 0.0000 to 0.0100%,


W: 0.00 to 2.00%,


one type or two types or more selected from the group consisting of Ca, Ce, Mg, Zr, La, and REM: 0.0000 to 0.0100% in total,


a balance: Fe and impurities, and


a parameter Q0 expressed by (Expression 1): 0.35 or more; and


a microstructure represented by, in a ⅛ thickness to ⅜ thickness range with ¼ thickness of a sheet thickness from a surface being a middle, in volume fraction,


ferrite: 85% or less,


bainite: 3% or more and 95% or less,


tempered martensite: 1% or more and 80% or less,


retained austenite: 1% or more and 25% or less,


pearlite and coarse cementite: 5% or less in total, and


fresh martensite: 5% or less, in which


a solid-solution carbon content in the retained austenite is 0.70 to 1.30 mass %,


in all grain boundaries of retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more, a proportion of interfaces with the tempered martensite or the fresh martensite is 75% or less.

Q0=Si+0.1Mn+0.6Al  (Expression 1)

(In (Expression 1), Si, Mn, and Al are set to the contents of the respective elements in mass %).


(2)


The high-strength steel sheet according to (1), further contains, in mass %, one type or two types or more selected from the group consisting of


Ti: 0.001 to 0.200%,


Nb: 0.001 to 0.100%, and


V: 0.001 to 0.500%.


(3)


The high-strength steel sheet according to (1) or (2), further contains, in mass %, one type or two types or more selected from the group consisting of


Cr: 0.01 to 2.00%,


Ni: 0.01 to 2.00%,


Cu: 0.01 to 2.00%,


Mo: 0.01 to 1.00%,


B: 0.0001 to 0.0100%, and


W: 0.01 to 2.00%.


(4)


The high-strength steel sheet according to any one of (1) to (3), further contains, in mass %, 0.0001 to 0.0100% in total of one type or two types or more selected from the group consisting of Ca, Ce, Mg, Zr, La, and REM.


(5)


The high-strength steel sheet according to any one of (1) to (4), in which


a density of the retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more is 5.0×1010 piece/m2 or less.


(6)


A high-strength galvanized steel sheet, includes: a galvanized layer formed on a surface of the high-strength steel sheet according to any one of (1) to (5).


(7)


The high-strength galvanized steel sheet according to (6), in which an Fe content in the galvanized layer is 3.0 mass % or less.


(8)


The high-strength galvanized steel sheet according to (6), in which an Fe content in the galvanized layer is 7.0 mass % or more and 13.0 mass % or less.


Advantageous Effects of Invention

According to the present invention, it is possible to obtain excellent formability and impact resistance because the relationship between retained austenite and tempered martensite or fresh martensite and the like are appropriate.







DESCRIPTION OF EMBODIMENTS

Hereinafter, there will be explained embodiments of the present invention.


First Embodiment

First, there will be explained a chemical composition of a high-strength steel sheet according to a first embodiment of the present invention. Although details will be described later, the high-strength steel sheet according to the first embodiment is manufactured by going through a hot rolling step, a pickling step, a cold rolling step, an annealing step, a bainite transformation step, a martensite transformation step, and a tempering step. Thus, the chemical composition of the high-strength steel sheet is suitable for not only properties of the high-strength steel sheet but also these processes. In the following explanation, “%” being the unit of the content of each element contained in the high-strength steel sheet means “mass %” unless otherwise noted. The high-strength steel sheet according to this embodiment includes a chemical composition represented by, in mass %, C: 0.075 to 0.400%, Si: 0.01 to 2.50%, Mn: 0.50 to 3.50%, P: 0.1000% or less, S: 0.0100% or less, Al: 2.000% or less, N: 0.0100% or less, O: 0.0100% or less, Ti: 0.000 to 0.200%, Nb: 0.000 to 0.100%, V: 0.000 to 0.500%, Cr: 0.00 to 2.00%, Ni: 0.00 to 2.00%, Cu: 0.00 to 2.00%, Mo: 0.00 to 1.00%, B: 0.0000 to 0.0100%, W: 0.00 to 2.00%, one type or two types or more selected from the group consisting of Ca, Ce, Mg, Zr, La, and rare earth metal (REM): 0.0000 to 0.0100% in total, a balance: Fe and impurities, and a parameter Q0 expressed by (Expression 1): 0.35 or more. Examples of the impurities include ones contained in raw materials such as ore and scrap and ones contained in a manufacturing step.

Q0=Si+0.1Mn+0.6Al  (Expression 1)

(In (Expression 1), Si, Mn, and Al are the contents of the respective elements in mass %).


(C: 0.075 to 0.400%)


C stabilizes austenite to obtain retained austenite, to thereby increase strength and formability. When the C content is less than 0.075%, it is impossible to obtain the retained austenite and it is difficult to secure sufficient strength and formability. Thus, the C content is 0.075% or more. In order to obtain more excellent strength and formability, the C content is preferably 0.090% or more and more preferably 0.100% or more. On the other hand, when the C content is greater than 0.400%, spot weldability deteriorates greatly. Thus, the C content is 0.400% or less. In order to obtain good spot weldability, the C content is preferably 0.320% or less and more preferably 0.250% or less.


(Si: 0.01 to 2.50%)


Si suppresses generation of iron-based carbide in the steel sheet, to thereby stabilize the retained austenite and increase strength and formability. When the Si content is less than 0.01%, a large amount of coarse iron-based carbide is generated in the bainite transformation step, leading to deterioration in strength and formability. Thus, the Si content is 0.01% or more. In order to obtain more excellent strength and formability, the Si content is preferably 0.10% or more and more preferably 0.25% or more. On the other hand, Si embrittles the steel and reduces impact resistance of the steel sheet. When the Si content is greater than 2.50%, the embrittlement is prominent and a trouble such as cracking of a cast slab is likely to occur. Thus, the Si content is 2.50% or less. In order to obtain good impact resistance, the Si content is preferably 2.25% or less and more preferably 2.00% or less.


(Mn: 0.50 to 3.50%)


Mn increases hardenability of the steel sheet to increase the strength. When the Mn content is less than 0.50%, a large amount of soft structure is formed during cooling after annealing, and thus it is difficult to secure a sufficiently high maximum tensile strength. Thus, the Mn content is 0.50% or more. In order to obtain a higher strength, the Mn content is preferably 0.80% or more and more preferably 1.00% or more. On the other hand, Mn embrittles the steel and deteriorates spot weldability. When the Mn content is greater than 3.50%, a coarse Mn concentrated portion is generated in a sheet thickness center portion of the steel sheet and the embrittlement is likely to occur, resulting in that a trouble such as cracking of a cast slab is likely to occur. Thus, the Mn content is 3.50% or less. In order to obtain good spot weldability, the Mn content is preferably 3.20% or less and more preferably 3.00% or less.


(P: 0.1000% or Less)


P is not an essential element, and is contained in the steel, for example, as an impurity. P makes the steel brittle and makes a welded portion generated by spot welding brittle, and thus the lower the P content is, the better it is. When the P content is greater than 0.1000%, the embrittlement is prominent and a trouble such as cracking of a slab is likely to occur. Thus, the P content is 0.1000% or less. In order to obtain an excellent welded joint strength by suppressing the embrittlement of the welded portion, the P content is preferably 0.0400% or less and more preferably 0.0200% or less. Reducing the P content is expensive, and when the P content is tried to be reduced down to less than 0.0001%, the cost increases greatly. Therefore, the P content may be 0.0001% or more, and is preferably 0.0010% or more in view of cost.


(S: 0.0100% or Less)


S is not an essential element, and is contained in the steel, for example, as an impurity. S couples with Mn to form coarse MnS to then reduce formability such as ductility, hole expandability, stretch flangeability, or bendability and deteriorate spot weldability, and thus the lower the S content is, the better it is. When the S content is greater than 0.0100%, the reduction in formability is prominent. Thus, the S content is 0.0100% or less. In order to obtain good spot weldability, the S content is preferably 0.0070% or less, and more preferably 0.0050% or less. Reducing the S content is expensive, and when the S content is tried to be reduced down to less than 0.0001%, the cost increases greatly. Therefore, the S content may be 0.0001% or more, and is preferably 0.0003% or more and more preferably 0.0006% or more in view of cost.


(Al: 2.000% or Less)


Al makes the steel brittle and deteriorates spot weldability, and thus the lower the Al content is, the better it is. When the Al content is greater than 2.000%, the embrittlement is prominent and a trouble such as cracking of a slab is likely to occur. Thus, the Al content is 2.000% or less. In order to obtain good spot weldability, the Al content is preferably 1.500% or less and more preferably 1.300% or less. Reducing the Al content is expensive, and when the Al content is tried to be reduced down to less than 0.001%, the cost increases greatly. Therefore, the Al content may be 0.001% or more. Al is effective as a deoxidizing material, and in order to sufficiently obtain the effect of deoxidation, the Al content is preferably 0.010% or more. Al suppresses generation of coarse carbide, and thus may be contained for the purpose of stabilizing the retained austenite. In order to stabilize the retained austenite, the Al content is preferably 0.100% or more and more preferably 0.250% or more.


(N: 0.0100% or Less)


N is not an essential element, and is contained in the steel, for example, as an impurity. N forms coarse nitrides to reduce formability such as ductility, hole expandability, stretch flangeability, or bendability and cause blowholes at the time of welding, and thus the lower the N content is, the better it is. When the N content is greater than 0.0100%, the deterioration in formability is prominent. Thus, the N content is 0.0100% or less. In order to more securely suppress the blowholes, the N content is preferably 0.0075% or less, and more preferably 0.0060% or less. Reducing the N content is expensive, and when the N content is tried to be reduced down to less than 0.0001%, the cost increases greatly. Therefore, the N content may be 0.0001% or more, and is preferably 0.0003% or more and more preferably 0.0005% or more in view of cost.


(O: 0.0100% or Less)


O is not an essential element, and is contained in the steel, for example, as an impurity. O forms oxides to reduce formability such as ductility, hole expandability, stretch flangeability, or bendability, and thus the lower the O content is, the better it is. When the O content is greater than 0.0100%, the deterioration in formability is prominent. Thus, the O content is 0.0100% or less, preferably 0.0050% or less, and more preferably 0.0030% or less. Reducing the O content is expensive, and when the O content is tried to be reduced down to less than 0.0001%, the cost increases greatly. Therefore, the O content may be 0.0001% or more.


(Parameter Q0: 0.35 or More)


Although details will be described later, there is a concern that during a heat treatment in the annealing step after the martensite transformation step, the retained austenite decomposes into bainite, pearlite, or coarse cementite. Si, Mn, and Al are elements particularly important for suppressing the decomposition of the retained austenite to increase formability, and when the parameter Q0 expressed by (Expression 1) is less than 0.35, it is impossible to obtain the above-described effect. Thus, the parameter Q0 is set to 0.35 or more, preferably set to 0.60 or more, and more preferably set to 0.80 or more.

Q0=Si+0.1Mn+0.6Al  (Expression 1)

(In (Expression 1), Si, Mn, and Al are the contents of the respective elements in mass %).


Ti, Nb, V, Cr, Ni, Cu, Mo, B, W, Ca, Ce, Mg, Zr, La, and REM are not essential elements, but are arbitrary elements that may be appropriately contained, up to a predetermined amount as a limit, in the high-strength steel sheet.


(Ti: 0.000 to 0.200%)


Ti contributes to strength increase of the steel sheet by precipitate strengthening, fine grain strengthening by growth suppression of ferrite crystal grains, and dislocation strengthening through suppression of recrystallization. A desired purpose is achieved unless Ti is contained, but in order to sufficiently obtain these effects, the Ti content is preferably 0.001% or more and more preferably 0.010% or more. However, when the Ti content is greater than 0.200%, a carbonitride of Ti precipitates excessively, leading to deterioration in formability in some cases. Therefore, the Ti content is 0.200% or less. In view of formability, the Ti content is preferably 0.120% or less.


(Nb: 0.000 to 0.100%)


Nb contributes to strength increase of the steel sheet by precipitate strengthening, fine grain strengthening by growth suppression of ferrite crystal grains, and dislocation strengthening through suppression of recrystallization. A desired purpose is achieved unless Nb is contained, but in order to sufficiently obtain these effects, the Nb content is preferably 0.001% or more and more preferably 0.005% or more. However, when the Nb content is greater than 0.100%, a carbonitride of Nb precipitates excessively, leading to deterioration in formability in some cases. Therefore, the Nb content is 0.100% or less. In view of formability, the Nb content is preferably 0.060% or less.


(V: 0.000 to 0.500%)


V contributes to strength increase of the steel sheet by precipitate strengthening, fine grain strengthening by growth suppression of ferrite crystal grains, and dislocation strengthening through suppression of recrystallization. A desired purpose is achieved unless V is contained, but in order to sufficiently obtain these effects, the V content is preferably 0.001% or more and more preferably 0.010% or more. However, when the V content is greater than 0.500%, a carbonitride of V precipitates excessively, leading to deterioration in formability in some cases. Therefore, the V content is 0.500% or less and more preferably 0.350% or less.


(Cr: 0.00 to 2.00%)


Cr increases hardenability and is effective for increasing strength. A desired purpose is achieved unless Cr is contained, but in order to sufficiently obtain these effects, the Cr content is preferably 0.01% or more and more preferably 0.10% or more. However, when the Cr content is greater than 2.00%, workability in hot working is impaired, leading to a decrease in productivity in some cases. Therefore, the Cr content is 2.00% or less and more preferably 1.20% or less.


(Ni: 0.00 to 2.00%)


Ni suppresses phase transformation at high temperature and is effective for increasing strength. A desired purpose is achieved unless Ni is contained, but in order to sufficiently obtain these effects, the Ni content is preferably 0.01% or more and more preferably 0.10% or more. However, when the Ni content is greater than 2.00%, weldability is sometimes impaired. Therefore, the Ni content is 2.00% or less and preferably 1.20% or less.


(Cu: 0.00 to 2.00%)


Cu exists as fine grains in the steel, to thus increase strength. A desired purpose is achieved unless Cu is contained, but in order to sufficiently obtain these effects, the Cu content is preferably 0.01% or more and more preferably 0.10% or more. However, when the Cu content is greater than 2.00%, weldability is sometimes impaired. Therefore, the Cu content is 2.00% or less and preferably 1.20% or less.


(Mo: 0.00 to 1.00%)


Mo suppresses phase transformation at high temperature and is effective for increasing strength. A desired purpose is achieved unless Mo is contained, but in order to sufficiently obtain these effects, the Mo content is preferably 0.01% or more and more preferably 0.05% or more. However, when the Mo content is greater than 1.00%, workability in hot working is impaired, leading to a decrease in productivity in some cases. Therefore, the Mo content is 1.00% or less and more preferably 0.50% or less.


(B: 0.0000 to 0.0100%)


B suppresses phase transformation at high temperature and is effective for increasing strength. A desired purpose is achieved unless B is contained, but in order to sufficiently obtain these effects, the B content is preferably 0.0001% or more and more preferably 0.0005% or more. However, when the B content is greater than 0.0100%, workability in hot working is impaired, leading to a decrease in productivity in some cases. Therefore, the B content is 0.0100% or less and more preferably 0.0050% or less.


(W: 0.00 to 2.00%)


W suppresses phase transformation at high temperature and is effective for increasing strength. A desired purpose is achieved unless W is contained, but in order to sufficiently obtain these effects, the W content is preferably 0.01% or more and more preferably 0.10% or more. However, when the W content is greater than 2.00%, workability in hot working is impaired, leading to a decrease in productivity in some cases. Therefore, the W content is 2.00% or less and more preferably 1.20% or less.


(One type or two types or more selected from the group consisting of Ca, Ce, Mg, Zr, la, and REM: 0.0000 to 0.0100% in total)


REM refers to an element belonging to the lanthanoid series. For example, REM or Ce is added in misch metal, and sometimes contains elements of the lanthanoid series other than La and Ce in a complex form. The effects of the present invention are exhibited even when elements of the lanthanoid series other than La and Ce are contained. The effects of the present invention are exhibited even when metals La and Ce are contained.


Ca, Ce, Mg, Zr, La, and REM are effective for an improvement in formability. A desired purpose is achieved unless Ca, Ce, Mg, Zr, La, and REM are contained, but in order to sufficiently obtain these effects, the total content of Ca, Ce, Mg, Zr, La, and REM is preferably 0.0001% or more and more preferably 0.0010% or more. However, when the total content of Ca, Ce, Mg, Zr, La, and REM is greater than 0.0100%, ductility is liable to be impaired. Therefore, the total content of Ca, Ce, Mg, Zr, La, and REM is 0.0100% or less and preferably 0.0070% or less.


As the impurities, 0.0100% or less in total of H, Na, Cl, Sc, Co, Zn, Ga, Ge, As, Se, Y, Zr, Tc, Ru, Rh, Pd, Ag, Cd, In, Sn, Sb, Te, Cs, Hf, Ta, Re, Os, Ir, Pt, Au, and Pb is allowed to be contained.


Next, there will be explained a microstructure of the high-strength steel sheet according to the first embodiment. The high-strength steel sheet according to this embodiment includes a microstructure represented by, in a ⅛ thickness to ⅜ thickness range with ¼ thickness of a sheet thickness from a surface being a center, in volume fraction, ferrite: 85% or less, bainite: 3% or more and 95% or less, tempered martensite: 1% or more and 80% or less, retained austenite: 1% or more and 25% or less, pearlite and coarse cementite: 5% or less in total, and fresh martensite: 5% or less.


(Ferrite: 85% or Less)


Ferrite has excellent ductility. However, the ferrite has low strength, and thus when the volume fraction of the ferrite is greater than 85%, it is impossible to obtain a sufficient maximum tensile strength. Therefore, the volume fraction of the ferrite is 85% or less. In order to obtain a higher maximum tensile strength, the volume fraction of the ferrite is preferably 75% or less and more preferably 65% or less. A desired purpose is achieved unless the ferrite is contained, but in order to obtain good ductility, the volume fraction of the ferrite is preferably 5% or more and more preferably 10% or more.


(Bainite: 3% or More and 95% or Less)


Bainite is a structure excellent in balance between strength and formability. When the volume fraction of the bainite is less than 3%, it is impossible to obtain a good balance between strength and formability. Thus, the volume fraction of the bainite is 3% or more. The volume fraction of the retained austenite increases with generation of the bainite, and thus the volume fraction of the bainite is 7% or more and more preferably 10% or more. On the other hand, when the volume fraction of the bainite is greater than 95%, it becomes difficult to secure both the tempered martensite and the retained austenite, to thus fail to obtain a good balance between strength and formability. Therefore, the volume fraction of the bainite is 95% or less, and in order to obtain a more excellent balance between strength and formability, the volume fraction of the bainite is 85% or less and more preferably 75% or less.


Incidentally, the bainite in the present invention includes bainitic ferrite made of lath-shaped body-centered cubic (bcc) crystals and not containing iron-based carbides, granular bainite made of fine bcc crystals and coarse iron-based carbides, upper bainite made of lath-shaped bcc crystals and coarse iron-based carbides, and lower bainite made of plate-shaped bcc crystals and fine iron-based carbides aligned in parallel thereinside.


(Tempered Martensite: 1% or More and 80% or Less)


Tempered martensite greatly improves tensile strength of the steel sheet without impairing impact resistance. When the volume fraction of the tempered martensite is less than 1%, it is impossible to obtain a sufficient tensile strength. Thus, the volume fraction of the tempered martensite is 1% or more. In order to obtain a higher tensile strength, the volume fraction of the tempered martensite is preferably 5% or more and more preferably 10% or more. On the other hand, when the volume fraction of the tempered martensite is greater than 80%, interfaces between the tempered martensite and the retained austenite increase excessively, leading to deterioration in impact resistance. Thus, the volume fraction of the tempered martensite is 80% or less. In order to obtain more excellent impact resistance, the volume fraction of the tempered martensite is 73% or less and more preferably 65% or less.


(Retained Austenite: 1% or More and 25% or Less)


Retained austenite increases a balance between strength and ductility. When the volume fraction of the retained austenite is less than 1%, it is impossible to obtain a good balance between strength and ductility. Thus, the volume fraction of the retained austenite is 1% or more. In order to obtain good formability, the volume fraction of the retained austenite is 2.5% or more and more preferably 4% or more. On the other hand, in order to obtain greater than 25% of the volume fraction of the retained austenite, C of the degree to which weldability is impaired greatly is needed. Therefore, the volume fraction of the retained austenite is 25% or less. The retained austenite is transformed into hard martensite by receiving an impact, to work as a starting point of destruction. When the volume fraction of the retained austenite is greater than 21%, the martensite transformation is likely to occur. Thus, the volume fraction of the retained austenite is preferably 21% or less and more preferably 17% or less.


As the solid-solution carbon content in the retained austenite is higher, stability of the retained austenite is higher, resulting in that excellent impact resistance can be obtained. When the solid-solution carbon content in the retained austenite is less than 0.70 mass %, it is impossible to sufficiently obtain this effect. Thus, the solid-solution carbon content in the retained austenite is 0.70 mass % or more. The solid-solution carbon content in the retained austenite is preferably 0.77 mass % or more and more preferably 0.84 mass % or more. On the other hand, when the solid-solution carbon content in the retained austenite increases excessively, the transformation from the retained austenite into the martensite caused by a tensile deformation does not sufficiently progress, and work hardening ability decreases on the contrary in some cases. When the solid-solution carbon content in the retained austenite is greater than 1.30 mass %, it is impossible to obtain sufficient work hardening ability. Thus, the solid-solution carbon content in the retained austenite is 1.30 mass % or less, preferably 1.20 mass % or less, and more preferably 1.10 mass % or less.


Retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more are transformed into hard martensite by receiving an impact to easily work as a starting point of destruction. Particularly, in the vicinity of an interface between the retained austenite grains corresponding to the above and the tempered martensite or the fresh martensite, the retained austenite is bound by the hard tempered martensite or the fresh martensite, and on the retained austenite side, a high strain is caused with deformation, and the retained austenite is transformed into martensite easily. Therefore, the interface between the retained austenite and the tempered martensite or the fresh martensite peels off and destruction is likely to occur.


Then, when to all grain boundaries of the retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more, the proportion of interfaces with the tempered martensite or the fresh martensite, namely the proportion of portions in contact with the tempered martensite or the fresh martensite is greater than 75%, the destruction caused by destruction of the interface is prominent. Thus, in this embodiment, this proportion is 75% or less. In this embodiment, this proportion is 75% or less, so that it is possible to suppress the destruction starting from the above-described retained austenite grains and increase the impact resistance. In order to obtain more excellent impact resistance, this proportion is preferably 60% or less and more preferably 40% or less.


The coarse retained austenite grains to be a starting point of destruction are reduced, and thereby the impact resistance further improves. From this view, the density of the retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more is preferably 5.0×1010 piece/m2 or less and more preferably 3.0×1010 piece/m2 or less.


(Fresh Martensite: 5% or Less)


Fresh martensite greatly improves tensile strength, but becomes a starting point of destruction, leading to deterioration in impact resistance. When the volume fraction of the fresh martensite is greater than 5%, the deterioration in impact resistance is prominent. Therefore, the volume fraction of the fresh martensite is 5% or less. In order to obtain excellent impact resistance, the volume fraction of the fresh martensite is preferably 1% or less and more preferably 0%.


(Pearlite and Coarse Cementite: 5% or Less in Total)


Pearlite and coarse cementite deteriorate ductility. When the volume fraction of the pearlite and the coarse cementite is greater than 5% in total, the deterioration in ductility is prominent. Therefore, the volume fraction of the pearlite and the coarse cementite is 5% or less in total. Here, in this embodiment, the coarse cementite means cementite having a circle-equivalent diameter of 1.0 μm or more. An electron microscope observation makes it possible to measure the circle-equivalent diameter of the cementite easily and judge whether or not this cementite is coarse.


The volume fractions of the ferrite, the bainite, the tempered martensite, the fresh martensite, the pearlite, and the coarse cementite can be measured by using the following method. A sample is taken from an observation surface that is a thicknesswise cross section parallel to the rolling direction of the steel sheet, the observation surface is polished and nital etched, and the ⅛ thickness to ⅜ thickness range with ¼ thickness of the sheet thickness from the surface being a center is observed with a field emission scanning electron microscope (FE-SEM) and area fractions are measured, which can be assumed as the volume fractions.


The volume fraction of the retained austenite is evaluated by an X-ray diffraction method. In the ⅛ thickness to ⅜ thickness range of the sheet thickness from the surface, a surface parallel to the sheet surface is mirror-finished and an area fraction of fcc iron is measured by the X-ray diffraction method, which can be assumed as the volume fraction of the retained austenite.


The solid-solution carbon content (Cγ [mass %]) in the retained austenite can be found by using the following expression after an X-ray diffraction test is performed under the same condition as that of the volume fraction measurement of the retained austenite and an average lattice constant a [nm] of the retained austenite is found.

Cγ=2.264×102×(a−0.3556)


The aspect ratio, the circle-equivalent diameter, and the interfaces of the retained austenite grains are evaluated by performing a high-resolution crystal orientation analysis by a transmission EBSD method (electron back scattering diffraction method) by using a FE-SEM. In the ⅛ thickness to ⅜ thickness range of the sheet thickness, a thin piece parallel to the sheet surface is cut out, the thin piece is subjected to mechanical polishing and electrolytic polishing, and a periphery around a hole made in the thin piece is observed, thereby making it possible to accurately observe the fine retained austenite grains. Incidentally, “OIM Analysis 6.0” manufactured by TSL Corporation can be used for analysis of data obtained by the transmission EBSD method. The observation by the transmission EBSD method is performed by five or more regions each having a size of 2.0×10−10 m2 or more being set in the above-described thin piece. From results of the observation, the region judged as the fcc iron is set as the retained austenite.


There will be explained methods of obtaining the aspect ratio and the circle-equivalent diameter of the retained austenite grains. First, only the fcc iron is extracted from measured crystal orientations to draw a crystal orientation map. A boundary generating a crystal misorientation of 10° or more is assumed as a crystal grain boundary. The aspect ratio is set to a value obtained by dividing a major axis length of a grain by a minor axis length thereof. The circle-equivalent diameter is obtained by an area being found from the number of measurement points contained in each grain and multiplying the area by 4/it to find the square root of the resultant.


There will be explained a method of finding the proportion of interfaces with the tempered martensite or the fresh martensite to the grain boundaries of the retained austenite grains. First, with respect to data obtained from the bcc iron, a grain boundary generating a crystal misorientation of 4° or more is set as a crystal grain boundary, and “Grain Average Fit” being an index representing strain of a crystal lattice in each crystal grain is calculated.


A grain high in Grain Average Fit is the tempered martensite or the fresh martensite. In response to the sum StM+SfM [%] of an area fraction StM [%] of the tempered martensite and an area fraction SfM [%] of the fresh martensite, which are obtained by the observation using the FE-SEM, a histogram with Grain Average Fit set as the horizontal axis and the vertical axis set to the area of each crystal grain is created. Then, a portion corresponding to StM+SfM [%] from the side of Grain Average Fit being high is regarded as the tempered martensite or the fresh martensite.


On the crystal orientation map of the retained austenite, the boundary generating a crystal misorientation of 4° is drawn as the crystal grain boundary, and further on the same map, the region regarded as the tempered martensite or the fresh martensite is displayed, thereby finding a configuration of the retained austenite, the tempered martensite, and the fresh martensite. Then, this configuration makes it possible to find the proportion of the interfaces with the tempered martensite or the fresh martensite to all the grain boundaries of the retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more.


The sheet thickness of the high-strength steel sheet in this embodiment is not limited, but is preferably 0.4 mm or more and 5.0 mm or less. When the sheet thickness is less than 0.4 mm, it is sometimes difficult to keep the shape of the steel sheet even. When the sheet thickness is greater than 5.0 mm, it is sometimes difficult to control heating conditions and cooling conditions in a manufacturing process, failing to obtain a predetermined microstructure.


Second Embodiment

First, there will be explained a high-strength galvanized steel sheet according to a second embodiment of the present invention. The high-strength galvanized steel sheet according to this embodiment includes the high-strength steel sheet according to the first embodiment and a galvanized layer formed on a surface thereof. The galvanized layer is a hot-dip galvanized layer or an alloyed galvanized layer, for example. The galvanized layer may be an electrogalvanized layer.


In the case of the hot-dip galvanized layer being used, in order to increase adhesion between the surface of the high-strength steel sheet and the hot-dip galvanized layer, the Fe content in the hot-dip galvanized layer is preferably 3.0 mass % or less. Further, as the Al content in the hot-dip galvanized layer is higher, the adhesion between the surface of the high-strength steel sheet and the hot-dip galvanized layer is more likely to deteriorate, and when the Al content is greater than 0.5 mass %, the deterioration in adhesion is prominent. Thus, the Al content in the hot-dip galvanized layer is preferably 0.5 mass % or less.


In the case of the alloyed galvanized layer being used, in order to increase adhesion between the surface of the high-strength steel sheet and the alloyed galvanized layer, the Fe content in the alloyed galvanized layer is preferably 7.0 mass % or more and 13.0 mass % or less.


The galvanized layer may contain one type or two types or more selected from the group consisting of Ag, B, Be, Bi, Ca, Cd, Co, Cr, Cs, Cu, Ge, Hf, I, K, La, Li, Mg, Mn, Mo, Na, Nb, Ni, Pb, Rb, Sb, Si, Sn, Sr, Ta, Ti, V, W, Zr, and REM. There is sometimes a preferred case that corrosion resistance or workability of the galvanized layer improves, or the like depending on the content of each element.


The Fe content and the Al content in the galvanized layer can be measured by the following method. First, a galvanized steel sheet having predetermined dimensions is immersed in a hydrochloric acid having a concentration of 3 to 10% at room temperature to which an inhibitor has been added to dissolve a galvanized layer. Next, a solution in which the galvanized layer has been dissolved is diluted, concentrations of Zn, Al, and Fe in the diluted solution are analyzed by an inductively coupled plasma (ICP) method, to then find a mass ratio of Zn, Al, and Fe in the galvanized layer. Thereafter, from the mass ratio of Zn, Al, and Fe in the galvanized layer, the Fe content and the Al content in the galvanized layer are calculated. As the inhibitor, it is only necessary to use hexamethylenetetramine defined in JIS K 8847, for example.


Next, there will be explained a method of manufacturing the high-strength steel sheet according to the first embodiment. This manufacturing method includes a hot rolling step, a pickling step, a cold rolling step, an annealing step, a bainite transformation step, a martensite transformation step, and a tempering step, and may include a softening annealing step. This manufacturing method is preferably applied to manufacture of a high-strength steel sheet having a sheet thickness of 0.4 mm or more and 5.0 mm or less. When the sheet thickness is less than 0.4 mm, it sometimes becomes difficult to keep the shape of the steel sheet even. When the sheet thickness is greater than 5.0 mm, it sometimes becomes difficult to control heating conditions and cooling conditions in a manufacturing process, failing to obtain a predetermined microstructure.


In order to manufacture the high-strength steel sheet according to the first embodiment, a slab having the above-described chemical composition is first cast. For the slab to be subjected to hot rolling, a continuously cast slab or one manufactured by a thin slab caster or the like can be used. The cast slab may be once cooled down to ordinary temperature, but is more preferably subjected to hot rolling directly in a high-temperature state because it is possible to reduce energy necessary for heating.


(Hot Rolling Step)


In the hot rolling step, when a heating temperature of the slab is less than 1080° C., coarse inclusions arising from the casting remain unmelted, and there is a possibility that the steel sheet fractures after hot rolling. Therefore, the heating temperature of the slab is set to 1080° C. or more, and preferably set to 1150° C. or more. The upper limit of the heating temperature of the slab is not limited in particular, but heating over 1300° C. needs a large amount of energy, and thus it is preferably set to 1300° C. or less.


When a completing temperature of the hot rolling is less than 850° C., a rolling reaction force increases, thereby making it difficult to stably obtain a desired sheet thickness. Therefore, the completing temperature of the hot rolling is set to 850° C. or more. In view of rolling reaction force, the completing temperature of the hot rolling is preferably set to 870° C. or more. On the other hand, in order to increase the completing temperature of the hot rolling to greater than 1020° C., an apparatus to heat the steel sheet is required between finish of the slab heating and completion of the hot rolling, to require a high cost. Therefore, the completing temperature of the hot rolling is set to 1020° C. or less. Further, when the completing temperature of the hot rolling is too high, the shape of the steel sheet is deformed in a cooling process thereafter and a shape correction process is required after cooling is completed in some cases, and thus it is not preferred in view of cost. Therefore, the completing temperature of the hot rolling is preferably set to 1000° C. or less and more preferably set to 980° C. or less.


When an average cooling rate in a range of 850° C. to 700° C. is less than 8.0° C./second between completion of the hot rolling and coiling, coarse ferrite is generated, Mn segregation increases, and a microstructure in which hard structures are arranged unevenly is made. As a result, the possibility that the retained austenite comes into contact with the tempered martensite or the fresh martensite in the high-strength steel sheet increases excessively. Therefore, in this method, the average cooling rate in the range of 850° C. to 700° C. is set to 8.0° C./second or more. In order to prevent the retained austenite and the tempered martensite in the high-strength steel sheet from being adjacent to each other and increase the impact resistance of the steel sheet, the average cooling rate in the range of 850° C. to 700° C. is preferably set to 12.0° C./second or more and more preferably set to 16.0° C./second or more. It is possible to manufacture the high-strength steel sheet according to the first embodiment without limiting the upper limit of the average cooling rate in the range of 850° C. to 700° C.


When a temperature at which a hot-rolled steel sheet is coiled as a coil (coiling temperature) Tc is greater than 700° C., the phase transformation progresses at high temperature during slow cooling down to room temperature after coiling, coarse ferrite is generated, Mn segregation increases, and a microstructure in which hard structures are arranged unevenly is made. As a result, the possibility that the retained austenite comes into contact with the tempered martensite or the fresh martensite in the high-strength steel sheet increases excessively. Therefore, in this manufacturing method, the coiling temperature Tc is set to 700° C. or less. In order to prevent the retained austenite and the tempered martensite in the high-strength steel sheet from being adjacent to each other and increase the impact resistance of the steel sheet, the coiling temperature Tc is preferably set to 660° C. or less. On the other hand, when the coiling temperature Tc is set to less than 400° C., strength of the hot-rolled steel sheet increases excessively to cause a concern that the steel sheet fractures in the pickling step and the cold rolling step. Therefore, the coiling temperature Tc is set to 400° C. or more. In order to accurately cool the steel sheet, the coiling temperature Tc is preferably set to 500° C. or more.


When a cooling rate down to room temperature is accelerated after the coiling, the phase transformation after the coiling progresses at lower temperature, and thus a microstructure in which hard structures are dispersed appropriately is made, and the possibility that the retained austenite comes into contact with the tempered martensite or the fresh martensite in the high-strength steel sheet decreases. Therefore, an average cooling rate down to 350° C. from the coiling temperature Tc is set to 5.0×10−3° C./second or more. On the other hand, when the steel sheet coiled as a coil is cooled extremely fast, a large temperature deviation occurs in the coil and with the temperature deviation, unevenness occurs even in phase transformation behavior, and thus a microstructure in which hard structures partially aggregate is made and the possibility that the retained austenite comes into contact with the tempered martensite or the fresh martensite in the high-strength steel sheet increases on the contrary. In order to avoid this, the average cooling rate down to 350° C. from the coiling temperature Tc is set to 1.0×10−2° C./second or less and preferably set to 9.0×10−3° C./second or less.


(Pickling Step)


In the pickling step after the hot rolling step, pickling of the hot-rolled steel sheet obtained in the hot rolling step is performed. In the pickling, oxides existing on a surface of the hot-rolled steel sheet are removed. The pickling is important for improvements in conversion treatability and platability of the hot-rolled steel sheet. The pickling of the hot-rolled steel sheet may be performed one time, or a plurality of times.


(Cold Rolling Step)


In the cold rolling step after the pickling step, cold rolling of the hot-rolled steel sheet is performed to obtain a cold-rolled steel sheet. When the total reduction ratio in cold rolling is greater than 85%, the ductility of the steel sheet decreases greatly and a risk of fracture of the steel sheet during the cold rolling increases. Therefore, in the cold rolling, the total reduction ratio is set to 85% or less, preferably set to 75% or less, and more preferably set to 70% or less. The lower limit of the total reduction ratio in the cold rolling step is not determined particularly, and no problem is caused even when the cold rolling is not performed. However, when the total reduction ratio in the cold rolling is less than 0.05%, the shape of the steel sheet becomes uneven and galvanizing does not adhere uniformly, resulting in impairment of an external appearance in some cases. Therefore, the total reduction ratio in the cold rolling is preferably set to 0.05% or more and more preferably set to 0.10% or more. Incidentally, the cold rolling is preferably performed through several paths, and the number of paths of the cold rolling and a distribution of a reduction ratio to the respective paths are not in question.


When the total reduction ratio in the cold rolling is greater than 10% and less than 20%, in the annealing step after the cold rolling step, recrystallization does not progress sufficiently and coarse crystal grains in which a large amount of dislocations are contained and malleability has been lost remain near a surface layer, leading to deterioration in bendability and fatigue resistance in some cases. In order to avoid this, it is effective to reduce the total reduction ratio and make accumulation of dislocations to the crystal grains slight to leave the malleability of the crystal grains. In view of making the accumulation of dislocations to the crystal grains slight, the total reduction ratio in the cold rolling is preferably set to 10% or less, and more preferably set to 5.0% or less. Further, in order to obtain good bendability and fatigue resistance, it is effective to increase the total reduction ratio in the cold rolling step, make the recrystallization sufficiently progress in the annealing step, and turn a worked structure into recrystallized grains in which accumulation of dislocations is reduced. In order to make the recrystallization in the annealing step progress sufficiently, the total reduction ratio is preferably set to 20% or more and more preferably set to 30% or more.


(Softening Annealing Step)


This manufacturing method may include the softening annealing step between the hot rolling step and the cold rolling step. In the softening annealing step, softening annealing intended for softening the steel sheet is performed. Performing the softening annealing makes it possible to reduce the rolling reaction force in the cold rolling to improve the shape of the steel sheet. However, when an annealing treatment temperature in the softening annealing step is greater than 680° C., the grain diameter of cementite becomes coarse, the nucleation frequency of austenite grains in the annealing step decreases, and some austenite grains grow excessively, so that the density of coarse austenite grains increases, leading to deterioration in impact property. Therefore, the annealing treatment temperature is preferably set to 680° C. or less. The lower limit of the annealing treatment temperature is not determined in particular, but when it is less than 300° C., it is impossible to obtain a sufficient softening effect. Therefore, the annealing treatment temperature is preferably set to 300° C. or more.


The softening annealing step may be provided either before or after the pickling step. The pickling may be performed both before and after the softening annealing step.


(Annealing Step)


In the annealing step after the cold rolling step, annealing of the cold-rolled steel sheet is performed. In the annealing step, the cold-rolled steel sheet obtained in the cold rolling step is heated up to a maximum heating temperature Tmax at an average heating rate in a range of AC1 point to (AC1 point+25)° C. of 0.5° C./second or more. When the average heating rate in the range of AC1 point to (AC1 point+25) ° C. is less than 0.5° C./second, the austenite grains generated immediately above the AC1 point grow excessively and a microstructure in which hard structures are arranged unevenly is made. As a result, the possibility that the retained austenite comes into contact with the tempered martensite or the fresh martensite in the high-strength steel sheet increases excessively. In order to prevent the retained austenite and the tempered martensite in the high-strength steel sheet from being adjacent to each other and increase the impact resistance of the steel sheet, the average heating rate in the range of AC1 point to (AC1 point+25)° C. is preferably set to 0.8° C./second or more. The upper limit of the average heating rate in the range of AC1 point to (AC1 point+25)° C. is not set in particular, but when the heating rate increases excessively, the cementite in the steel remains unmelted and there is a concern of deterioration in properties. Therefore, the average heating rate in the range of AC1 point to (AC1 point+25)° C. is preferably set to 100° C./second or less.


When the maximum heating temperature Tmax is less than (the AC1 point+40)° C., the cementite in the steel remains unmelted and there is a concern of deterioration in properties. Therefore, the maximum heating temperature Tmax is set to (the AC1 point+40)° C. or more. In order to increase the fraction of hard structures and more increase the strength, the maximum heating temperature Tmax is preferably set to (the AC1 point+55)° C. or more. On the other hand, when the maximum heating temperature Tmax is greater than 1000° C., the diameter of austenite becomes coarse and the property of the high-strength steel sheet deteriorates drastically in some cases. Therefore, the maximum heating temperature Tmax is preferably set to 1000° C. or less.


The AC1 point and the AC3 point of the steel sheet are a start point and a completion point of an austenite reverse transformation respectively. The AC1 point and the AC3 point of the steel sheet are obtained in a manner that a small piece is cut out from the steel sheet obtained after the hot rolling to be heated up to 1200° C. at 10° C./second and a cubical expansion during the heating is measured.


In the annealing step, a retention time tmax in a temperature range of maximum heating temperature Tmax to (Tmax−10)° C. greatly affects the property of the high-strength steel sheet. When this retention time tmax is too long, the Mn segregation progresses and a microstructure in which hard structures are arranged unevenly is made. As a result, the possibility that the retained austenite comes into contact with the tempered martensite or the fresh martensite in the high-strength steel sheet increases excessively. Thus, in this manufacturing method, in order to increase the impact resistance, a parameter Q1 expressed by (Expression 2), which relates to the retention time tmax, is set to 2.0 or less.











[

Mathematical





expression





1

]












(

Expression





2

)








Q





1

=


0.61
×

log
10



{






2.03
×

10
13

×

exp


(

-


3.25
×

10
4




T
max

+
273



)


×


(

T
-

A

C





1



)


-
0.5


×









(


A

C





3


-
T

)

0.8

×


(


A

C





3


-

A

C





1



)


-
0.8


×

W
Mn
0.533


+
0.012








300
×

10
12

×

exp


(

-


360
×

10
4




T
max

+
273



)


×






(


4.45
×

10
2


+

9.51
×

10

-
1


×

T
max


-

2.18
×

10
1

×

T
max
0.6



)





×


t
max





W
Mn

-

W
Mn


-
3.79

+


10

-
9


×

T
C
3


+

4.198
×

10

-
6


×

T
C
2


-

1.53
×

10

-
3


×

T
C


+
1.13







}


-
0.85






(In (Expression 2), WMn is the content of Mn in mass %, and Tc is the temperature [° C.] at which the hot-rolled steel sheet is coiled into a coil in the hot rolling step. T is a lower temperature of either Tmax or the AC3 point).


The parameter Q1 reflects the degree of progress of the Mn segregation after the annealing step, and as the parameter Q1 is larger, the Mn segregation progresses and the impact resistance deteriorates. In view of impact resistance, the parameter Q1 is set to 2.0 or less, preferably set to 1.5 or less, and more preferably set to 1.0 or less.


After the retention in the above-described temperature range for the above-described retention time tmax, the steel sheet is cooled down to 650° C. (first cooling). An average cooling rate down to 650° C. (a first cooling stop temperature) (a first cooling rate) may be changed arbitrarily according to a property required in the steel sheet. The first cooling rate is preferably set to 0.5° C./second or more. When the first cooling rate is 0.5° C./second or more, it is possible to prevent occurrence of a large amount of pearlite.


After the first cooling, the steel sheet is cooled down to a temperature of 500° C. or less (second cooling stop temperature) from 650° C. at an average cooling rate of 2.5° C./second or more (second cooling). When the average cooling rate in a temperature range of 650° C. to 500° C. (second cooling rate) is less than 2.5° C./second, large amounts of pearlite and coarse cementite occur to impair the formability. Further, ferrite generated in this temperature range is soft, to thus reduce the strength. In order to increase the strength of the high-strength steel sheet, the second cooling rate is preferably set to 5.0° C./second or more, and more preferably set to 9.0° C./second or more. It is possible to manufacture the high-strength steel sheet according to the first embodiment without limiting the upper limit of the second cooling rate, but in order to obtain the average cooling rate of 200° C./second or more, it is necessary to employ a special cooling method. Thus, in view of cost, the second cooling rate is preferably set to 200° C./second or less.


(Bainite Transformation Step)


In the bainite transformation step after the annealing step, a process to promote a bainite transformation is performed in a temperature range of 500 to 340° C. By promoting the bainite transformation, nucleation sites existing in non-transformed austenite grains are consumed, and in the following martensite transformation step, martensites to be generated from insides of the austenite grains decrease. As a result, interfaces between the retained austenite and the temperature martensite decrease and the impact resistance improves. On the other hand, by promoting the bainite transformation excessively, carbon excessively concentrates in the non-transformed austenite. As a result, the Ms point in the non-transformed austenite lowers, to fail to obtain martensite in the following martensite transformation step. In order to promote the bainite transformation appropriately and improve the impact resistance, a parameter Q2 expressed by (Expression 3) is set to 0.10 or more and 3.00 or less in the bainite transformation step.














[

Mathematical





expression





2

]













Q





2

=




i
=
1

10



6.72
×

10
2

×


{


(

600
-

23





Mn

-

15

Si

-

35

Cr

+

35





Al


)

-

T
i


}

4

×

exp


(

-


1.85
×

10
4




T
i

+
273



)


×


(


t
B

10

)

0.5

×

i

-
0.667








(

Expression





3

)








(In (Expression 3), Mn, Si, Cr, and Al are the contents of the respective elements in mass %, tB is a process time [second] in the bainite transformation step, and Ti is an average temperature [° C.] in an ith range out of 10 parts into which the process time from start to completion of the bainite transformation step is equally divided.)


The parameter Q2 reflects the degree of progress of the bainite transformation, and as the parameter Q2 is larger, the bainite transformation progresses. When the parameter Q2 is in a range of 0.10 or more to 3.00 or less, the degree of progress of the bainite transformation becomes appropriate. In view of impact resistance, the parameter Q2 is preferably 0.25 or more and 2.50 or less.


In this manufacturing method, between the annealing step and the bainite transformation step, a treatment to cool the steel sheet down to Ms* to (Mf*+50)° C. and reheat the steel sheet up to 340 to 500° C. may be performed. By this treatment, it is possible to more efficiently consume the nucleation sites in the non-transformed austenite grains and further improve the impact resistance of the steel sheet. Ms* is expressed by (Expression 4) and Mf* is expressed by (Expression 5).














[

Mathematical





expression





3

]












Ms
*=

561
-

474
×

C

1
-

V
α




-

33





Mn

-

17





Ni

-

17





Cr

-

11.0





Si

-

21





Mo

+

30





Al






(

Expression





4

)











Mf
*=

Ms
*

-
120

×


(

1
-

V
α


)


-
0.4








(

Expression





5

)








(In (Expression 4), C, Mn, Ni, Cr, Si, Mo, and Al are the contents of the respective elements in mass %, and the case where the above element is not contained is 0. Vα in (Expression 4) and (Expression 5) is the volume fraction [%] of ferrite.)


Incidentally, it is difficult to directly measure the volume fraction of ferrite during manufacture of the steel sheet. Therefore, in this manufacturing method, a small piece is cut out from the cold-rolled steel sheet prior to the annealing step, this small piece is annealed with the same temperature history as that in the annealing step, the change in ferrite volume of the small piece is measured, and a numerical value calculated by using the measurement result is used as the volume fraction of ferrite. In the case of manufacturing a steel sheet under the same manufacturing conditions (with the same temperature history), the initial first measurement result may be used for the measurement of the volume fraction of ferrite, and the volume fraction does not need to be measured every time. When the manufacturing conditions are changed greatly, the measurement is performed again. Needless to say, no problem is caused even when the microstructure of a steel sheet manufactured actually is observed to feedback a measurement result to the subsequent manufactures.


(Martensite Transformation Step)


In the martensite transformation step after the bainite transformation step, a process to cool the steel sheet (third cooling), to thereby cause a martensite transformation is performed. When an average cooling rate in a range of 340° C. to Ms point during the third cooling (third cooling rate) is less than 1.0° C./second, lower bainite containing carbide is generated, leading to deterioration in formability. Thus, the third cooling rate is set to 1.0° C./second or more. In order to obtain more excellent formability, the third cooling rate is preferably set to 2.5° C./second or more, and more preferably set to 4.0° C./second or more. The Ms point is expressed by (Expression 6).














[

Mathematical





expression





4

]












Ms
=


546
×

exp


(


-
1.362

×

C

1
-

V
α

-

V
B




)



-

30.4





Mn

-

17.7





Ni

-

12.1





Cr

-

11.0

Si

+

30





Al






(

Expression





6

)








(In (Expression 6), C, Mn, Ni, Cr, Si, and Al are the contents of the respective elements in mass %, and the case where the above element is not contained is 0. Vα is the volume fraction [%] of ferrite and VB is the volume fraction [%] of bainite.)


Thereafter, cooling is performed down to an arbitrary temperature between the Ms point or less and the Mf point or more (a third cooling stop temperature) to promote the martensite transformation. The Mf point is expressed by (Expression 7).














[

Mathematical





expression





5

]












Mf
=


385
×

exp


(


-
2.856

×

C

1
-

V
α

-

V
B




)



-

30.4

Mn

-

17.7

Ni

-

12.1





Cr

-

11.0





Si

+

30





Al






(

Expression





7

)








(In (Expression 7), C, Mn, Ni, Cr, Si, and Al are the contents of the respective elements in mass %, and the case where the above element is not contained is 0. Vα is the volume fraction [%] of ferrite and VB is the volume fraction [%] of bainite.)


Incidentally, it is difficult to directly measure the volume fraction of ferrite and the volume fraction of bainite during manufacture of the steel sheet. Therefore, in this manufacturing method, a small piece is cut out from the cold-rolled steel sheet prior to the annealing step, this small piece is annealed with the same temperature history as that in the annealing step, the change in ferrite volume and the change in bainite volume of the small piece are measured, and numerical values calculated by using the measurement results are used as the volume fraction of ferrite and the volume fraction of bainite respectively. In the case of manufacturing a steel sheet under the same manufacturing conditions (with the same temperature history), the initial first measurement result may be used for the measurement of the volume fractions of ferrite and bainite, and the volume fractions do not need to be measured every time. When the manufacturing conditions are changed greatly, the measurement is performed again. Needless to say, no problem is caused even when the microstructure of a steel sheet manufactured actually is observed to feedback a measurement result to the subsequent manufactures.


The third cooling stop temperature is preferably set to fall within a range of −10 to 50° C. with the Mf point set to −10° C. or less. The cooling stop temperature is set to fall within a range of −10 to 50° C., thereby making it possible to shift to the following tempering step without using a special heat-retaining device and refrigerating device. Thus, in view of cost, the third cooling stop temperature is preferably set to fall within a range of −10 to 50° C.


In this manufacturing method, no problem is caused even when second cold rolling (skin pass rolling) is performed between the martensite transformation step and the tempering step. In the second cold rolling, cold rolling is performed on the steel sheet in which a rolling ratio is set to 3.0% or less and preferably set to 2.0% or less. The second cold rolling is performed, and thereby the unstable non-transformed austenite grains with the proportion of interfaces with martensite to all the grain boundaries being large are transformed into martensite, resulting in that the impact resistance in the steel sheet after the tempering step improves.


(Tempering Step)


In the tempering step after the martensite transformation step, the steel sheet is tempered in a range of 200 to 600° C. By the tempering step, the martensite generated in the martensite transformation step turns into tempered martensite, resulting in that the formability and the impact resistance of the steel sheet improve greatly.


In relation to a tempering temperature Ttem [° C.] and a tempering treatment time ttem [second] between the tempering temperature Ttem and (Ttem−10° C.), a parameter Q3 expressed by (Expression 8) is set to 1.0 or more, a parameter Q4 expressed by (Expression 9) is set to 1.00 or less, and a parameter Q5 expressed by (Expression 10) is set to 1.00 or less.














[

Mathematical





expression





6

]













Q





3

=


log
10



{

1.65
×

10
8

×

Si

-
0.667


×

t
tem

×

exp


(

-


1.03
×

10
4




T
tem

+
273



)



}






(

Expression





8

)








(In (Expression 8), Si is the content of Si in mass %. Ttem is the tempering temperature [° C.] and ttem is the tempering treatment time [second].)


The parameter Q3 indicates the degree of tempering of martensite. When the parameter Q3 is less than 1.0, the tempering of martensite does not progress sufficiently, leading to deterioration in hole expandability and stretch flangeability. Therefore, it is necessary to set the parameter Q3 to 1.0 or more. In order to obtain more excellent hole expandability and stretch flangeability, the parameter Q3 is preferably 1.5 or more and more preferably set to 2.0 or more.














[

Mathematical





expression





7

]













Q





4

=

1.38
×

(


2.46
×

10

-
9


×

T
tem
3


-

3.33
×

10

-
6


×

T
tem
2


-

1.27
×

10

-
3


×

T
tem


+
1.94
-

5.33
×

10

-
2


×
Mn

-

2.45
×

10

-
2


×
Ni


)

×

(

1
-

80

T
tem



)

×

(

1
-


8.76
×

10

-
1




t
tem
0.2



)






(

Expression





9

)








(In (Expression 9), Mn and Ni are the contents of Mn and Ni in mass % and the case where the above element is not contained is 0. Ttem is the tempering temperature [° C.] and ttem is the tempering treatment time [second].)


The parameter Q4 indicates the stability of retained austenite. When the parameter Q4 is greater than 1.00, the retained austenite stabilizes excessively and is no longer transformed into martensite at the time of deformation, leading to deterioration in the balance between strength and ductility. Therefore, it is necessary to set the parameter Q4 to 1.00 or less. In order to more suppress the stabilization of the retained austenite and obtain a more excellent balance between strength and ductility, the parameter Q4 is preferably set to 0.90 or less and more preferably set to 0.80 or less.














[

Mathematical





expression





8

]













Q





5

=

1.45
×

10
1

×

{


T
tem

-

2.98
×

10
2


-

1.31`
×

10
2

×


(

Si
+

0.6
×
Al


)

0.455



}

×





T
tem

-

2.98
×

10
2


-

1.31
×

10
2

×


(

Si
+

0.6
×
Al


)

0.455





1.35





×


{



t
tem



(

Mn
+

1.5





Cr

+

1.3





Mo

+

0.4





Ni


)

0.5


×

exp


(

-


1.98
×

10
4




T
tem

+
273



)



}

0.5






(

Expression





10









(In (Expression 10), Si, Al, Mn, Cr, Mo, and Ni are the contents of the respective elements in mass % and the case where the above element is not contained is 0. Ttem is the tempering temperature [° C.] and ttem is the tempering treatment time [second].)


The parameter Q5 indicates generation behavior of the pearlite and/or the coarse cementite from the retained austenite. When the parameter Q5 is greater than 1.00, a large portion of the retained austenite decomposes into the pearlite and/or the coarse cementite, leading to deterioration in strength and formability of the steel sheet. Therefore, it is necessary to set the parameter Q5 to 1.00 or less. In order to more suppress the decomposition of the retained austenite and obtain more excellent strength and formability, the parameter Q5 is preferably set to 0.60 or less and more preferably set to 0.20 or less.


In the tempering step, an average heating rate up to the maximum heating temperature (tempering temperature) from 200° C. is preferably set to 1.0° C./second or more. The average heating rate is set to 1.0° C./second or more, and thereby carbide in the tempered martensite becomes fine to make it possible to increase the impact resistance. In order to improve the impact resistance, the average heating rate in the above-described temperature range is more preferably set to 4.0° C./second or more.


Further, no problem is caused even when cold rolling at a rolling ratio of 3.00% or less is performed for the purpose of shape correction after the tempering step.


By the above steps, the high-strength steel sheet according to the first embodiment can be obtained.


Next, there will be explained a method of manufacturing the high-strength galvanized steel sheet according to the second embodiment. In this manufacturing method, a galvanizing treatment is performed on the high-strength steel sheet according to the first embodiment obtained by the above-described manufacturing method or the high-strength steel sheet in the middle of being manufactured by the above-described manufacturing method to form the galvanized layer. As the galvanizing treatment, a hot-dip galvanizing treatment may be performed or an electrogalvanizing treatment may also be performed.


As the stage (timing) of performing the hot-dip galvanizing treatment on the high-strength steel sheet in the middle of manufacture, a timing before the bainite transformation step, a timing before the martensite transformation step, a timing before the tempering step, a timing after the tempering step, and so on can be cited. Further, during the tempering step, the hot-dip galvanizing treatment may be performed.


A galvanizing bath temperature in the hot-dip galvanizing treatment is preferably set to 450 to 470° C. When the galvanizing bath temperature is less than 450° C., the viscosity of the galvanizing bath increases excessively to make it difficult to control the thickness of the galvanized layer, leading to impairment of the external appearance of the steel sheet in some cases. Therefore, the galvanizing bath temperature is preferably set to 450° C. or more. On the other hand, when the galvanizing bath temperature is greater than 470° C., a large amount of fumes occur to make safe manufacture difficult in some cases. Therefore, the galvanizing bath temperature is preferably set to 470° C. or less.


A temperature of the steel sheet to be immersed in the galvanizing bath (steel sheet entering temperature) is preferably set to 420 to 500° C. When the temperature of the steel sheet to be immersed in the galvanizing bath is less than 420° C., it becomes necessary to provide a large amount of heat to the galvanizing bath in order to stabilize the galvanizing bath temperature at 450° C. or more, which is not appropriate practically. Thus, in order to stabilize the bath temperature of the galvanizing bath, the steel sheet entering temperature is preferably set to 420° C. or more and more preferably set to 440° C. or more. On the other hand, when the temperature of the steel sheet to be immersed in the galvanizing bath is greater than 500° C., it becomes necessary to introduce a facility to remove a large amount of heat from the galvanizing bath in order to stabilize the galvanizing bath temperature at 470° C. or less, which is not appropriate in view of manufacturing cost. Thus, in order to stabilize the bath temperature of the galvanizing bath, the steel sheet entering temperature is preferably set to 500° C. or less and more preferably set to 480° C. or less.


The galvanizing bath is preferably composed of zinc mainly, and has a composition in which the effective Al content being a value obtained by subtracting the whole Fe content from the whole Al content in the galvanizing bath is 0.010 to 0.300 mass %. When the effective Al content in the galvanizing bath is less than 0.010 mass %, penetration of Fe into the galvanized layer progresses excessively, leading to impairment of plating adhesion in some cases. Thus, the effective Al content in the galvanizing bath is preferably set to 0.010 mass % or more, more preferably set to 0.030 mass % or more, and further preferably set to 0.050 mass % or more. On the other hand, when the effective Al content in the galvanizing bath is greater than 0.300 mass %, an Fe—Al intermetallic compound is generated excessively at a boundary between a base iron and the galvanized layer, leading to prominent impairment of plating adhesion in some cases. Thus, the effective Al content in the galvanizing bath is preferably set to 0.300 mass % or less. In the case where the alloying treatment is performed in particular, generation of the Fe—Al intermetallic compound blocks migration of Fe and Zn atoms to suppress formation of an alloy phase, and thus the effective Al content in the galvanizing bath is preferably set to 0.180 mass % or less and further preferably set to 0.150 mass % or less.


The galvanizing bath may contain one type or more selected from the group consisting of Ag, B, Be, Bi, Ca, Cd, Co, Cr, Cs, Cu, Ge, Hf, I, K, La, Li, Mg, Mn, Mo, Na, Nb, Ni, Pb, Rb, Sb, Si, Sn, Sr, Ta, Ti, V, W, Zr, and REM. There is sometimes a preferred case that corrosion resistance or workability of the galvanized layer improves, or the like depending on the content of each element.


After the steel sheet is immersed in the galvanizing bath, in order to to make a plating deposition amount appropriate, a high pressure gas mainly composed of nitrogen is preferably blown onto the surface of the steel sheet to remove an excessive galvanizing solution on the surface layer.


As the stage (timing) at which the electrogalvanizing treatment is performed on the high-strength steel sheet in the middle of manufacture, a timing before the tempering step, a timing after the tempering step, and so on can be cited. As the electrogalvanizing treatment, a conventionally well-known method can be used. As an electrogalvanizing bath, one containing H2SO4, ZnSO4, and NaSO4 and having pH of 1.5 to 2.0 can be cited, for example. Conditions of a temperature of the electrogalvanizing bath, a current density, and the like can be determined appropriately according to the type of the electrogalvanizing bath, the thickness of the galvanized layer, or the like. Further, in the case where the electrogalvanizing treatment is performed on the high-strength steel sheet, the high-strength steel sheet is preferably subjected to pickling and then is immersed in the electrogalvanizing bath. As a pickling method of the high-strength steel sheet, a well-known method can be used, and there can be cited a method in which the high-strength steel sheet is immersed in a sulfuric acid and pickling is performed until hydrogen bubbles are visually recognized, for example.


In the case where the alloyed galvanized layer is formed as the galvanized layer, after the galvanizing treatment is performed, an alloying treatment is performed to form the alloyed galvanized layer. The alloying treatment may be performed at any stage (timing) as long as it is performed after the galvanizing treatment, and may be performed consecutively after the galvanizing treatment. Concretely, for example, in the case of the galvanizing treatment being performed before the bainite transformation step, as the stage (timing) at which the alloying treatment is performed, there can be cited a timing after the galvanizing treatment and before the bainite transformation step, a timing before the martensite transformation step, a timing before the tempering step, a timing simultaneously with the tempering treatment, a timing after the tempering step, and so on. In the case of the galvanizing treatment being performed before the martensite transformation step, for example, as the stage (timing) at which the alloying treatment is performed, there can be cited a timing after the galvanizing treatment and before the martensite transformation step, a timing before the tempering step, a timing simultaneously with the tempering treatment, a timing after the tempering step, and so on. In the case of the galvanizing treatment being performed before the tempering step, for example, as the stage (timing) at which the alloying treatment is performed, there can be cited a timing after the galvanizing treatment and before the tempering step, a timing simultaneously with the tempering treatment, a timing after the tempering step, and so on.


In the case of the alloying treatment being performed after the hot-dip galvanizing treatment is performed, for example, a heat treatment in which holding is performed for 2 to 100 seconds at a temperature of 470 to 600° C. is preferably performed. In the case of the alloying treatment being performed after the electrogalvanizing treatment is performed, for example, a heat treatment in which holding is performed for 2 to 100 seconds at a temperature of 400 to 600° C. is preferably performed.


No problem is caused even when cold rolling is performed on the obtained high-strength galvanized steel sheet at a reduction ratio of 3.00% or less for the purpose of shape correction.


By the above steps, the high-strength galvanized steel sheet according to the second embodiment can be obtained.


It is possible to use, as a steel sheet for tempering treatment, a steel sheet that includes the chemical composition of the above-described high-strength steel sheet and is manufactured by going through the treatments until the tempering step in the same manner as the above-described manufacturing method of the high-strength steel sheet. The steel sheet for tempering treatment may include the galvanized layer on its surface. The galvanized layer can be formed by performing a galvanizing treatment in the same manner as the above-described manufacturing method of the high-strength galvanized steel sheet before the tempering step.


A microstructure of such a steel sheet for tempering treatment is as follows, for example.


(Microstructure) This steel sheet for tempering treatment has a microstructure represented by, in a ⅛ thickness to ⅜ thickness range with ¼ thickness of a sheet thickness from a surface being a center, in volume fraction, ferrite: 85% or less, bainite: 3% or more and 95% or less, fresh martensite: 1% or more and 80% or less, retained austenite: 1% or more and 25% or less, and pearlite and cementite: 5% or less in total.


The reasons for limiting the respective volume fractions of the structures other than the fresh martensite are the same as those of the high-strength steel sheet according to the first embodiment. The reason for limiting the volume fraction of the fresh martensite is the same as that of the volume fraction of the tempered martensite in the high-strength steel sheet according to the first embodiment. This is because almost the whole of the fresh martensite turns into tempered martensite by the tempering step.


In this steel sheet for tempering treatment, the solid-solution carbon content in the retained austenite is 0.60 to 0.95 mass %. As long as the solid-solution carbon content in the retained austenite falls within this range, the high-strength steel sheet with the solid-solution carbon content in the retained austenite being 0.70 to 1.30 mass % can be obtained by going through the tempering step.


Incidentally, the present invention is not limited to the above-described embodiments. For example, as the plated layer, not the galvanized layer but a nickel plated layer may be formed. A coating film made of a composite oxide containing phosphorus oxide and/or phosphorus may be formed on the galvanized layer. Such a coating film can function as a lubricant when working the steel sheet and can protect the galvanized layer. The coating film made of the composite oxide containing phosphorus oxide and/or phosphorus can be formed by using a well-known method.


Note that the above-described embodiments merely illustrate concrete examples of implementing the present invention and the technical scope of the present invention is not to be construed in a restrictive manner by these embodiments. That is, the present invention may be implemented in various forms without departing from the technical spirit or main features thereof.


EXAMPLE

Next, there will be explained examples of the present invention. Conditions in the examples are condition examples employed for confirming the applicability and effects of the present invention, and the present invention is not limited to these examples. The present invention can employ various conditions as long as the object of the present invention is achieved without departing from the spirit of the present invention.


Slabs having chemical compositions of A to AK illustrated in Table 1 and Table 2 were cast, heated to slab heating temperatures illustrated in Table 3 and Table 4, and were subjected to hot rolling, cooling, coiling, and coil cooling, to thereby obtain hot-rolled steel sheets (hot rolling step). The slab heating temperature, the rolling completing temperature of the hot rolling, the average cooling rate in the range of 850° C. to 700° C. (average cooling rate before coiling), the coiling temperature Tc, and the average cooling rate from the coiling temperature Tc to 350° C. (coil cooling rate) are illustrated in Table 3 and Table 4. Each space in Table 1 and Table 2 indicates that the content of the corresponding element is less than the detection limit, and the balance is Fe and impurities. Each underline in Table 1 and Table 2 indicates that the corresponding numerical value is outside the range of the present invention.


Thereafter, the hot-rolled steel sheets were subjected to pickling and cold rolling, to then obtain cold-rolled steel sheets (cold rolling step). In Table 3 and Table 4, the total reduction ratio of the cold rolling is illustrated. Some of the hot-rolled steel sheets were subjected to the softening annealing step at a treatment temperature illustrated in Table 3 and Table 4 and then subjected to the cold rolling. Each underline in Table 3 and Table 4 indicates that the corresponding numerical value is outside the range necessary for the manufacture of the high-strength steel sheet according to the present invention.










TABLE 1








CHEMICAL COMPOSITION

















C
Si
Mn
P
S
Al
N
O



STEEL
MASS
MASS
MASS
MASS
MASS
MASS
MASS
MASS
PARAMETER


TYPE
%
%
%
%
%
%
%
%
Q0





A
0.209
1.17
1.83
0.011
0.0015
0.079
0.0011
0.0015
1.40


B
0.179
1.95
2.69
0.014
0.0062
0.045
0.0027
0.0018
2.25


C
0.087
1.59
2.72
0.013
0.0031
0.028
0.0053
0.0021
1.88


D
0.112
1.30
1.89
0.019
0.0044
0.099
0.0012
0.0014
1.55


E
0.270
1.05
2.84
0.004
0.0017
0.034
0.0018
0.0012
1.35


F
0.330
1.84
2.13
0.006
0.0041
0.098
0.0023
0.0012
2.11


G
0.238
0.27
1.96
0.014
0.0028
0.057
0.0037
0.0015
0.50


H
0.155
2.39
2.49
0.007
0.0014
0.083
0.0057
0.0024
2.69


I
0.133
2.13
1.72
0.014
0.0020
0.072
0.0053
0.0022
2.35


J
0.236
0.08
2.57
0.013
0.0052
1.093
0.0055
0.0020
0.99


K
0.195
1.53
1.21
0.009
0.0030
0.036
0.0041
0.0007
1.67


L
0.226
0.35
2.98
0.011
0.0036
1.129
0.0015
0.0023
1.33


M
0.171
0.18
3.22
0.012
0.0022
1.538
0.0007
0.0010
1.42


N
0.162
1.03
2.52
0.006
0.0059
0.064
0.0022
0.0035
1.32


O
0.246
1.88
1.33
0.011
0.0001
0.083
0.0021
0.0024
2.06


P
0.191
1.05
1.84
0.034
0.0063
0.035
0.0054
0.0011
1.26


Q
0.165
1.71
2.02
0.017
0.0036
0.077
0.0023
0.0023
1.96


R
0.134
0.91
2.68
0.005
0.0018
0.061
0.0024
0.0005
1.21


S
0.221
1.63
1.34
0.018
0.0003
0.076
0.0066
0.0007
1.81


T
0.280
0.96
2.53
0.012
0.0050
0.054
0.0028
0.0016
1.25


U
0.224
0.90
2.40
0.008
0.0039
0.034
0.0075
0.0020
1.16


V
0.161
0.61
0.91
0.016
0.0030
0.754
0.0021
0.0015
1.15


W
0.125
0.56
2.74
0.014
0.0041
0.036
0.0002
0.0014
0.86


X
0.164
1.20
2.11
0.009
0.0045
0.059
0.0054
0.0023
1.45


Y
0.175
1.57
0.77
0.010
0.0047
0.027
0.0057
0.0021
1.66


Z
0.176
1.75
2.91
0.011
0.0006
0.061
0.0044
0.0012
2.08


AA

0.060

1.48
2.08
0.080
0.0034
0.068
0.0010
0.0016
1.73


AB

0.455

1.79
2.75
0.009
0.0014
0.085
0.0007
0.0014
2.12


AC
0.130
0.10
1.37
0.090
0.0040
0.120
0.0032
0.0021

0.31



AD
0.142

3.16

2.04
0.013
0.0035
0.053
0.0045
0.0015
3.40


AE
0.136
0.98

0.24

0.014
0.0048
0.071
0.0056
0.0010
1.05


AF
0.177
0.72

5.39

0.004
0.0064
0.027
0.0040
0.0009
1.28


AG
0.136
0.54
1.96

0.208

0.0036
0.087
0.0046
0.0016
0.79


AH
0.147
1.63
2.29
0.013

0.0235

0.048
0.0006
0.0023
1.89


AI
0.171
0.34
2.06
0.015
0.0064

2.449

0.0008
0.0013
2.02


AJ
0.202
1.79
2.97
0.014
0.0017
0.033

0.0301

0.0014
2.11


AK
0.178
1.35
2.57
0.011
0.0051
0.077
0.0045

0.0173

1.65

















TABLE 2








CHEMICAL COMPOSITION
















Ti
Nb
V
Cr
Ni
Cu
Mo
B


STEEL
MASS
MASS
MASS
MASS
MASS
MASS
MASS
MASS


TYPE
%
%
%
%
%
%
%
%





A










B










C










D







0.0007


E










F










G



0.27
0.28

0.14



H










I







0.0047


J










K
0.015


0.16



0.0036


L





0.21




M










N






0.03



O



1.06






P






0.41



Q
0.023









R

0.014








S




1.03
0.32




T










U






0.28



V



0.29
0.62
0.11




W


0.17







X
0.052
0.007








Y



0.75
0.12





Z

0.036








AA










AB










AC










AD










AE










AF










AG










AH










AI










AJ










AK












CHEMICAL COMPOSITION

















W
Ca
Ce
Mg
Zr
La
REM



STEEL
MASS
MASS
MASS
MASS
MASS
MASS
MASS



TYPE
%
%
%
%
%
%
%






A










B










C










D










E



0.0014






F










G










H


0.0015







I










J










K










L










M

0.0024








N










O










P










Q










R










S










T
0.22









U










V










W










X






0.0024



Y










Z




0.0008
0.0004




AA










AB










AC










AD










AE










AF










AG










AH










AI










AJ










AK


















TABLE 3








HOT ROLLING STEP





















AVERAGE


SOFTENING








COOLING


ANNEALING
COLD



EXPER-

SLAB
ROLLING
RATE
COILING
COIL
STEP
ROLLING



IMENT

HEATING
COMPLETING
BEFORE
TEMPER-
COOLING
TREATMENT
STEP



EXAM-

TEMPER-
TEMPER-
COILING
ATURE
RATE
TEMPER-
REDUCTION



PLE
STEEL
ATURE
ATURE
° C./
TC
10−3° C./
ATURE
RATIO



No.
TYPE
° C.
° C.
SECOND
° C.
SECOND
° C.
%
NOTE



















1
A
1255
949
30
585
7.0

65
EXAMPLE


2
A
1245
909
17
575
6.1

61
EXAMPLE


3
A
1190
920
26
537
8.2
633
55
EXAMPLE


4
A
1235
865
29
611
6.3

68
EXAMPLE


5
A
1220
953
30
511
5.8

7
EXAMPLE


6
A
1260
930
24
619
7.1

32
COMPARATIVE











EXAMPLE


7
B
1220
940
29
651
8.1

52
EXAMPLE


8
B
1225
942
17
644
7.1

73
EXAMPLE


9
B
1255
919
10
584
8.3

60
EXAMPLE


10
B
1220
953
18
516
6.1

3
EXAMPLE


11
B
1270
957
30
547
8.3

0.4
EXAMPLE


12
B
1220
920
33
520
8.2

34
COMPARATIVE











EXAMPLE


13
C
1225
953
27
514
7.2

54
EXAMPLE


14
C
1205
937
25
444
8.0

68
EXAMPLE


15
C
1195
913
34
580
5.1

76
COMPARATIVE











EXAMPLE


16
D
1225
934
21
648
6.1

53
EXAMPLE


17
D
1270
917
20
585
5.1

59
EXAMPLE


18
D
1260
907
30
548
5.4

55
COMPARATIVE











EXAMPLE


19
E
1240
902
18
512
5.0

76
EXAMPLE


20
E
1235
875
29
536
8.2

66
EXAMPLE


21
E
1215
943
30
585
7.2

64
COMPARATIVE











EXAMPLE


22
F
1215
926
35
504
6.7

76
EXAMPLE


23
F
1255
904
33
652
6.2

65
EXAMPLE


24
F
1230
918
17
644
6.0

63
COMPARATIVE











EXAMPLE


25
G
1200
929
26
505
8.2

49
EXAMPLE


26
G
1205
1008
34
574
5.2

49
EXAMPLE


27
G
1245
934
29
516
8.0

48
COMPARATIVE











EXAMPLE


28
H
1285
914
24
605
6.1

42
EXAMPLE


29
H
1260
936
31
583
5.9
600
65
EXAMPLE


30
H
1190
944
18
660
6.2

66
EXAMPLE


31
I
1255
943
25
590
6.4

52
EXAMPLE


32
I
1200
952
20
473
7.3

69
EXAMPLE


33
I
1175
916
21
617
7.4

59
COMPARATIVE











EXAMPLE


34
J
1240
914
18
552
8.2

41
EXAMPLE


35
J
1220
988
29
520
7.1

78
EXAMPLE


36
J
1270
929
28
652
6.0

35
COMPARATIVE











EXAMPLE


37
K
1195
899
20
643
5.4

35
EXAMPLE


38
K
1205
979
20
585
6.2

54
EXAMPLE


39
K
1240
953
33
615
7.1

82
EXAMPLE


40
L
1215
916
18
645
8.3

48
EXAMPLE


41
L
1205
926
24
507
5.2

58
EXAMPLE


42
L
1255
936
34
644
5.0

77
COMPARATIVE











EXAMPLE


43
M
1205
917
29
506
5.2

40
EXAMPLE


44
M
1245
948
27
605
6.3

60
EXAMPLE


45
M
1265
906
34
574
8.4

48
COMPARATIVE











EXAMPLE


46
N
1255
918
21
579
5.2

46
EXAMPLE


47
N
1210
940
23
680
7.1

38
EXAMPLE


48
N
1245
957
20
545
6.2

56
COMPARATIVE











EXAMPLE


49
O
1260
922
24
610
6.2

56
EXAMPLE


50
O
1270
953
27
648
6.9

53
EXAMPLE


51
O
1205
908
25
586
6.0

67
EXAMPLE


52
O
1275
898
21
648
7.3

51
EXAMPLE


53
O
1185
924
21
510
8.0

53
COMPARATIVE











EXAMPLE


















TABLE 4








HOT ROLLING STEP





















AVERAGE


SOFTENING








COOLING


ANNEALING
COLD



EXPER-

SLAB
ROLLING
RATE
COILING
COIL
STEP
ROLLING



IMENT

HEATING
COMPLETING
BEFORE
TEMPER-
COOLING
TREATMENT
STEP



EXAM-

TEMPER-
TEMPER-
COILING
ATURE
RATE
TEMPER-
REDUCTION



PLE
STEEL
ATURE
ATURE
° C./
TC
10−3° C./
ATURE
RATIO



No.
TYPE
° C.
° C.
SECOND
° C.
SECOND
° C.
%
NOTE



















54
O
1185

822

23
606
6.3

STOPPED
COMPARATIVE











EXAMPLE


55
P
1270
916
19
545
6.4

39
EXAMPLE


56
P
1190
948
34
542
8.3

73
EXAMPLE


57
P
1225
917
34
536

2.1


64
COMPARATIVE











EXAMPLE


58
Q
1225
957
27
580
8.2

73
EXAMPLE


59
Q
1230
928
14
640
6.3

73
EXAMPLE


60
Q
1225
948
32
500
7.0
451
70
EXAMPLE


61
Q
1225
912
26
646
8.3

40
EXAMPLE


62
Q
1235
924
26
585
5.3

50
EXAMPLE


63
Q
1200
941
23
538
7.2
703
69
EXAMPLE


64
R
1245
952
20
607
5.0

56
EXAMPLE


65
R
1265
929
30
504
7.4

53
EXAMPLE


66
R
1195
908
27
517
5.0

46
COMPARATIVE











EXAMPLE


67
S
1175
939
18
648
5.3

43
EXAMPLE


68
S
1230
934
19
651
5.4

54
EXAMPLE


69
S
1265
922
33
567
6.0

58
COMPARATIVE











EXAMPLE


70
T
1250
926
27
624
8.0

45
EXAMPLE


71
T
1255
938
 9
574
6.1

57
EXAMPLE


72
T
1275
923
25
537
5.0

68
EXAMPLE


73
U
1225
943
24
608
5.0

58
EXAMPLE


74
U
1230
915
13
612
6.0

34
EXAMPLE


75
U
1225
906
4
619
8.4

64
COMPARATIVE











EXAMPLE


76
V
1220
930
26
513
6.0

53
EXAMPLE


77
V
1220
903
28
538
6.3

24
EXAMPLE


78
V
1240
902
28
611
8.0

56
COMPARATIVE











EXAMPLE


79
W
1200
946
35
643
5.3

66
EXAMPLE


80
W
1275
949
24
656
5.0

47
EXAMPLE


81
W
1245
924
27
512
7.0

46
EXAMPLE


82
X
1235
904
34
552
8.4

67
EXAMPLE


83
X
1210
952
17
608
8.0

68
EXAMPLE


84
X

1040

938
27
615
8.4

STOPPED
COMPARATIVE











EXAMPLE


85
Y
1240
907
25
609
5.1

78
EXAMPLE


86
Y
1265
952
21
539
8.1

31
EXAMPLE


87
Y
1175
946
32
574
8.2

33
COMPARATIVE











EXAMPLE


88
Z
1230
905
32
590
6.4

47
EXAMPLE


89
Z
1265
948
21
647
5.2

80
EXAMPLE


90
Z
1240
911
17
514
7.3

48
EXAMPLE


91

AA

1190
951
21
644
8.3

66
COMPARATIVE











EXAMPLE


92

AB

1175
937
30
541
6.3

49
COMPARATIVE











EXAMPLE


93

AC

1230
954
34
554
8.3

65
COMPARATIVE











EXAMPLE











94

AD

EXPERIMENT STOPPED BECAUSE

COMPARATIVE




SLAB FRACTURED IN CASTING STEP

EXAMPLE
















95

AE

1265
930
35
549
6.0

47
COMPARATIVE











EXAMPLE










96

AF

EXPERIMENT STOPPED BECAUSE SLAB FRACTURED
COMPARATIVE




DURING HEATING IN HOT ROLLING STEP
EXAMPLE


97

AG

EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE




FRACTURED DURING TRANSFER FROM
EXAMPLE




CASTING STEP TO CASTING STEP

















98

AH

1260
907
23
640
7.4

47
COMPARATIVE











EXAMPLE










99

AI

EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE




FRACTURED IN CASTING STEP
EXAMPLE
















100

AJ

1255
913
25
536
8.1

47
COMPARATIVE











EXAMPLE


101

AK

1175
912
26
515
7.2

47
COMPARATIVE











EXAMPLE


102
A
1240
924
28
585
9.2

50
EXAMPLE


103
A
1210
911
25
564

35.0


50
COMPARATIVE











EXAMPLE


104
B
1220
921
20
571
8.7

50
EXAMPLE


105
B
1225
915
21
582

16.2


50
COMPARATIVE











EXAMPLE


106
E
1210
911
20

719

6.5

50
COMPARATIVE











EXAMPLE









Then, annealing of the cold-rolled steel sheets was performed (annealing step). Of the annealing, the average heating rate in the range of AC1 to (AC1+25)° C., the maximum heating temperature Tmax, and the retention time in the range of the maximum heating temperature Tmax to (Tmax−10) are illustrated in Table 5 and Table 6. The average cooling rate of the first cooling down to 650° C. after retention for the above-described retention time (first cooling rate) and the average cooling rate in the range of 650° C. to 500° C. of the second cooling (second cooling rate) are also illustrated in Table 5 and Table 6. In Table 5 and Table 6, the AC1 point, the AC3 point, Tmax−the AC1 point, and the parameter Q1 are also illustrated additionally. Each underline in Table 5 and Table 6 indicates that the corresponding numerical value is outside the range necessary for the manufacture of the high-strength steel sheet according to the present invention.











TABLE 5








ANNEALING STEP




















MAXIMUM










EXPER-
AVERAGE
HEATING





FIRST
SECOND



IMENT
HEATING
TEMPER-
RETENTION




COOLING
COOLING



EXAM-
RATE
ATURE
TIME


Tmax
PARAM-
RATE
RATE



PLE
° C./
Tmax
tmax
Ac1
Ac3
Ac1
ETER
° C./
° C./



No.
SECOND
° C.
SECOND
° C.
° C.
° C.
Q1
SECOND
SECOND
NOTE




















1
1.8
791
160
721
823
70
1.10
3.4
15.8
EXAMPLE


2
6.6
765
284
721
823
44
1.65
11.9
37.2
EXAMPLE


3
1.5
813
103
721
823
92
0.76
2.9
18.9
EXAMPLE


4
6.8
813
74
721
823
92
0.57
3.4
47.0
EXAMPLE


5
5.2
790
101
721
823
69
1.08
7.1
 8.8
EXAMPLE


6
3.9
793
168
721
823
72
1.03
3.4
27.0
COMPARATIVE












EXAMPLE


7
6.1
789
132
718
853
71
0.75
1.8
 2.7
EXAMPLE


8
0.6
818
38
718
853
100
0.06
1.9
46.5
EXAMPLE


9
7.0
788
164
718
853
70
0.93
1.9
28.8
EXAMPLE


10
4.9
815
18
718
853
97
0.08
0.8
28.8
EXAMPLE


11
4.0
814
131
718
853
96
0.59
1.3
24.9
EXAMPLE


12
3.7
803
72
718
853
85
0.60
1.6
46.8
COMPARATIVE












EXAMPLE


13
5.4
772
47
709
847
63
0.90
2.8
24.9
EXAMPLE


14
4.8
800
105
709
847
91
0.77
2.5
 4.8
EXAMPLE


15
6.4
785
100
709
847
76
0.84
3.3
24.3
COMPARATIVE












EXAMPLE


16
2.8
791
10
722
847
69
0.25
1.6
 7.5
EXAMPLE


17
4.9
802
75
722
847
80
0.74
2.1
36.5
EXAMPLE


18
3.8
811
16
722
847
89
0.27
1.5
33.5
COMPARATIVE












EXAMPLE


19
1.8
786
168
694
787
92
1.00
0.6
46.6
EXAMPLE


20
3.5
757
108
694
787
63
1.31
1.6
24.3
EXAMPLE


21
1.8
745
1020
694
787
51

2.04

3.0
38.3
COMPARATIVE












EXAMPLE


22
6.5
800
43
730
808
70
0.63
2.1
36.4
EXAMPLE


23
5.8
815
8
730
808
85
−0.22 
2.2
 6.5
EXAMPLE


24
5.0
803
108
730
808
73
0.64
1.8
24.5
COMPARATIVE












EXAMPLE


25
3.5
758
75
694
783
64
1.43
0.9
24.3
EXAMPLE


26
7.0
793
103
694
783
99
0.91
2.1
45.9
EXAMPLE


27
4.0
794
41
694
783
100
0.73
3.2
 6.9
COMPARATIVE












EXAMPLE


28
3.2
793
128
733
874
60
0.81
3.4
25.4
EXAMPLE


29
2.5
803
136
733
874
70
0.74
2.7
34.4
EXAMPLE


30
5.8
819
72
733
874
86
0.25
1.6
16.7
EXAMPLE


31
0.8
811
76
742
898
69
0.70
1.5
17.9
EXAMPLE


32
5.3
836
133
742
898
94
0.69
1.8
16.6
EXAMPLE


33
4.8
820
107
742
898
78
0.65
1.4
 6.5
COMPARATIVE












EXAMPLE


34
5.8
818
104
725
875
93
0.50
2.9
 6.0
EXAMPLE


35
1.0
796
102
725
875
71
0.81
1.5
17.2
EXAMPLE


36
4.5
788
99
725
875
63
0.72
3.5
1.5
COMPARATIVE












EXAMPLE


37
5.7
837
102
740
855
97
0.73
3.1
 6.3
EXAMPLE


38
2.2
828
131
740
855
88
1.00
2.2
47.4
EXAMPLE


39
4.4
808
162
740
855
68
1.25
3.3
48.7
EXAMPLE


40
6.3
808
39
723
880
85
0.15
3.1
 7.3
EXAMPLE


41
7.0
789
136
723
880
66
0.91
6.3
45.3
EXAMPLE


42

0.2

809
107
723
880
86
0.41
2.7
25.3
COMPARATIVE












EXAMPLE


43
1.5
872
41
735
938
137
−0.33 
2.5
17.4
EXAMPLE


44
4.8
981
32
735
938
246
−1.60 
2.2
33.1
EXAMPLE


45
4.7
795
44
735
938
60
0.43
2.1
43.9
COMPARATIVE












EXAMPLE


46
3.8
779
138
700
816
79
1.04
1.3
35.5
EXAMPLE


47
1.7
786
45
700
816
86
0.48
2.4
 7.6
EXAMPLE


48
1.2
762
164
700
816
62
1.39
2.3
45.0
COMPARATIVE












EXAMPLE


49
4.8
823
134
755
846
68
0.90
3.1
45.2
EXAMPLE


50
6.3
916
71
755
846
161
−0.32 
3.3
17.4
EXAMPLE


51
5.2
805
107
755
846
50
1.10
2.0
14.0
EXAMPLE


52
4.0
825
129
755
846
70
0.80
1.9
38.4
EXAMPLE


53
6.6
831
164
755
846
76
0.99
2.2
37.1
COMPARATIVE












EXAMPLE


















TABLE 6








ANNEALING STEP




















MAXIMUM










EXPER-
AVERAGE
HEATING





FIRST
SECOND



IMENT
HEATING
TEMPER-
RETENTION




COOLING
COOLING



EXAM-
RATE
ATURE
TIME


Tmax
PARAM-
RATE
RATE



PLE
° C./
Tmax
tmax
Ac1
Ac3
Ac1
ETER
° C./
° C./



No.
SECOND
° C.
SECOND
° C.
° C.
° C.
Q1
SECOND
SECOND
NOTE












54
EXPERIMENT STOPPED BECAUSE OF SHAPE
COMPARATIVE



FAILURE OF STEEL SHEET AFTER HOT ROLLING
EXAMPLE

















55
3.0
800
132
719
829
81
0.98
1.2
14.3
EXAMPLE


56
4.7
881
1200
719
829
162 
0.64
2.5
12.9
EXAMPLE


57
5.8
801
78
719
829
82
0.84
3.0
34.8
COMPARATIVE












EXAMPLE


58
0.9
788
132
728
859
60
1.04
3.4
8.0
EXAMPLE


59
1.9
807
69
728
859
79
0.53
1.6
28.6
EXAMPLE


60
4.3
819
168
728
859
91
0.80
2.1
35.8
EXAMPLE


61
2.4
804
137
728
859
76
0.74
1.8
4.7
EXAMPLE


62
2.7
805
11
728
859
77
0.15
1.9
5.8
EXAMPLE


63
6.1
813
68
728
859
85
0.60
1.5
17.5
EXAMPLE


64
5.2
773
70
695
830
78
0.88
1.9
6.9
EXAMPLE


65
2.0
755
362
695
830
60
1.72
3.3
47.1
EXAMPLE


66
1.0
794
41
695
830
99
0.56
2.7
36.2
COMPARATIVE












EXAMPLE


67
1.0
782
107
708
833
74
1.28
2.5
33.5
EXAMPLE


68
40.5
798
165
708
833
90
1.18
1.5
18.5
EXAMPLE


69
1.9
775
900
708
833
67

2.08

3.5
28.5
EXAMPLE


70
1.8
772
134
698
795
74
1.06
3.2
12.7
EXAMPLE


71
2.1
784
38
698
795
86
0.63
2.2
29.0
EXAMPLE


72
6.8
775
166
698
795
77
1.20
2.1
46.2
EXAMPLE


73
2.8
778
42
700
810
78
0.72
3.3
27.3
EXAMPLE


74
4.3
796
41
700
810
96
0.46
12.6 
33.1
EXAMPLE


75
3.4
778
24
700
810
78
0.56
2.7
36.5
COMPARATIVE












EXAMPLE


76
1.9
834
133
740
900
94
1.30
2.4
5.9
EXAMPLE


77
5.8
830
163
740
900
90
1.37
1.9
5.3
EXAMPLE


78
3.5
806
167
740
900
66
1.55

0.2

15.4
COMPARATIVE












EXAMPLE


79
5.9
759
98
685
818
74
1.11
2.5
15.9
EXAMPLE


80
2.3
745
73
685
818
60
1.25
3.4
35.6
EXAMPLE


81
3.6
762
14
685
818
77
0.73
2.2
45.9
EXAMPLE


82
3.8
782
107
713
826
69
1.07
1.4
25.1
EXAMPLE


83
3.4
797
107
713
826
84
0.79
21.9 
35.7
EXAMPLE









84
EXPERIMENT STOPPED BECAUSE STEEL
COMPARATIVE



SHEET FRACTURED IN COLD ROLLING STEP
EXAMPLE

















85
3.1
821
98
750
847
71
0.99
2.3
28.7
EXAMPLE


86
5.6
834
108
750
847
84
0.97
2.9
8.1
EXAMPLE


87
5.2

777

108
750
847

27

1.66
3.1
45.9
COMPARATIVE












EXAMPLE


88
3.6
773
138
710
839
63
1.05
2.4
34.9
EXAMPLE


89
5.0
799
159
710
839
89
0.63
1.3
17.8
EXAMPLE


90
6.8
803
69
710
839
93
0.54
3.1
17.4
EXAMPLE


91
1.4
809
158
720
863
89
0.70
2.4
17.4
COMPARATIVE












EXAMPLE


92
5.6
780
102
715
770
65
0.94
2.0
8.9
COMPARATIVE












EXAMPLE


93
2.5
774
74
708
821
66
1.43
2.1
23.1
COMPARATIVE












EXAMPLE









94
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE

















95
1.3
822
158
745
875
77
1.04
3.0
46.6
COMPARATIVE












EXAMPLE









96
EXPERIMENT STOPPED BECAUSE SLAB FRACTURED
COMPARATIVE



DURING HEATING IN HOT ROLLING STEP
EXAMPLE


97
EXPERIMENT STOPPED BECAUSE SLAB FRACTURED DURING
COMPARATIVE



TRANSFER FROM CASTING STEP TO HOT ROLLING STEP
EXAMPLE

















98
3.8
784
100
720
835
64
0.85
2.1
17.2
COMPARATIVE












EXAMPLE









99
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE

















100
2.2
785
160
708
828
77
0.97
1.9
46.5
COMPARATIVE












EXAMPLE


101
1.9
788
100
710
828
78
0.90
3.1
26.0
COMPARATIVE












EXAMPLE


102
2.4
794
154
721
823
73
1.10
3.7
13.6
EXAMPLE


103
1.6
789
156
721
823
68
1.08
3.1
14.0
COMPARATIVE












EXAMPLE


104
6.8
785
139
718
853
67
0.76
1.7
3.0
EXAMPLE


105
5.9
790
134
718
853
72
0.76
1.7
2.8
COMPARATIVE












EXAMPLE


106
2.1
792
151
694
787
98
1.02
1.2
42.2
COMPARATIVE












EXAMPLE









The second cooling was stopped at the second cooling stop temperature and the bainite transformation process was performed (bainite transformation step). The second cooling stop temperature, an average process temperature TB and a process time tB of the bainite transformation process, and the parameter Q2 are illustrated in Table 7 and Table 8. The average process temperature TB is calculated by using the following expression.

TB=Σ(Ti)/10=(T1+T2+T3+ . . . +T10)/10

(In the expression, Ti indicates the average temperature [° C.] in the ith range out of 10 parts into which the process time of the bainite transformation step is equally divided.)


As for the experiment example in which the second cooling stop temperature is in a range of Ms* to Mf*+50 [° C.] illustrated in Table 7 and Table 8, after the cooling was stopped at the second cooling stop temperature, reheating was performed up to a temperature of 340 to 500° C. and then the bainite transformation process was performed. Each underline in Table 7 and Table 8 indicates that the corresponding numerical value is outside the range necessary for the manufacture of the high-strength steel sheet according to the present invention.











TABLE 7








BAINITE TRANSFORMATION STEP
















SECOND


AVERAGE PROCESS
PROCESS




EXPERIMENT
COOLING STOP


TEMPERATURE
TIME




EXAMPLE
TEMPERATURE
Ms*
Mf* + 50
TB
tB
PARAMETER



No.
° C.
° C.
° C.
° C.
SECOND
Q2
NOTE

















1
434
313
162
435
10
1.12
EXAMPLE


2
462
199
14
471
25
1.20
EXAMPLE


3
473
375
247
479
32
0.96
EXAMPLE


4
465
344
204
453
24
1.53
EXAMPLE


5
444
328
181
438
10
0.91
EXAMPLE


6
466
319
170
469
28
1.36
COMPARATIVE









EXAMPLE


7
439
259
93
435
65
0.64
EXAMPLE


8
426
340
207
433
29
0.47
EXAMPLE


9
442
259
93
447
51
0.42
EXAMPLE


10
478
306
157
468
235
0.40
EXAMPLE


11
434
342
209
469
34
0.12
EXAMPLE


12
486
315
170
484
15

0.03

COMPARATIVE









EXAMPLE


13
476
359
191
465
26
0.24
EXAMPLE


14
490
383
234
475
33
0.14
EXAMPLE


15
445
351
178
438
41
0.62
COMPARATIVE









EXAMPLE


16
473
383
226
473
11
0.67
EXAMPLE


17
440
406
263
448
25
1.22
EXAMPLE


18
425
411
273
433
28
1.40
COMPARATIVE









EXAMPLE


19
434
286
151
434
25
0.64
EXAMPLE


20
426
257
113
445
30
0.64
EXAMPLE


21
399
201
42
436
34
0.63
COMPARATIVE









EXAMPLE


22
470
280
150
475
19
0.30
EXAMPLE


23
444
307
184
445
34
0.97
EXAMPLE


24
491
289
161
483
20
0.19
COMPARATIVE









EXAMPLE


25
462
301
156
462
20
1.45
EXAMPLE


26
491
366
245
487
8
0.42
EXAMPLE


27
437
370
250
443
16
1.26
COMPARATIVE









EXAMPLE


28
412
262
85
438
15
0.25
EXAMPLE


29
450
271
98
450
43
0.33
EXAMPLE


30
467
316
162
469
34
0.12
EXAMPLE


31
499
298
113
490
17
0.20
EXAMPLE


32
438
362
206
450
23
0.90
EXAMPLE


33
440
357
199
438
8
0.58
COMPARATIVE









EXAMPLE


34
390
308
157
386
26
2.18
EXAMPLE


35
460
197
17
467
3
2.07
EXAMPLE


36
463
159
−31
465
5
2.73
COMPARATIVE









EXAMPLE


37
455
379
245
441
38
2.30
EXAMPLE


38
473
349
201
473
33
1.55
EXAMPLE


39
478
335
182
485
26
0.97
EXAMPLE


40
472
301
150
468
12
2.26
EXAMPLE


41
479
147
−45
467
15
2.75
EXAMPLE


42
501
291
136
487
13
2.04
COMPARATIVE









EXAMPLE


43
385
340
183
407
8
1.85
EXAMPLE


44
458
407
280
487
6
2.12
EXAMPLE


45
455
209
10
447
45

6.34

COMPARATIVE









EXAMPLE


46
308
345
201
465
14
0.45
EXAMPLE


47
465
349
206
479
22
0.30
EXAMPLE


48
495
303
141
486
127
0.51
COMPARATIVE









EXAMPLE


49
436
283
135
443
38
0.36
EXAMPLE


50
458
364
244
456
131
0.42
EXAMPLE


51
457
233
70
468
29
0.11
EXAMPLE


52
222
287
139
405
55
0.56
EXAMPLE


53
441
287
139
448
45
0.29
COMPARATIVE









EXAMPLE


















TABLE 8








BAINITE TRANSFORMATION STEP
















SECOND


AVERAGE PROCESS
PROCESS




EXPERIMENT
COOLING STOP


TEMPERATURE
TIME




EXAMPLE
TEMPERATURE
Ms*
Mf* + 50
TB
tB
PARAMETER



No.
° C.
° C.
° C.
° C.
SECOND
Q2
NOTE












54
EXPERIMENT STOPPED BECAUSE OF SHAPE
COMPARATIVE



FAILURE OF STEEL SHEET AFTER HOT ROLLING
EXAMPLE














55
448
348
208
439
29
1.54
EXAMPLE


56
449
391
271
456
12
0.98
EXAMPLE


57
449
362
228
452
44
1.85
COMPARATIVE









EXAMPLE


58
459
304
139
470
44
0.66
EXAMPLE


59
453
321
163
475
26
0.43
EXAMPLE


60
472
336
183
481
9
0.22
EXAMPLE


61
269
324
167
450
5
0.34
EXAMPLE


62
473
304
139
474
15
0.34
EXAMPLE


63
484
330
176
482
30
0.42
EXAMPLE


64
427
335
175
443
5
0.37
EXAMPLE


65
453
297
121
456
30
0.64
EXAMPLE


66
441
367
224
444
14
0.53
COMPARATIVE









EXAMPLE


67
447
320
176
446
31
1.88
EXAMPLE


68
434
312
166
469
18
1.25
EXAMPLE


69
400
297
145
421
34
2.10
COMPARATIVE









EXAMPLE


70
387
296
163
373
226
1.70
EXAMPLE


71
479
270
130
480
146
0.89
EXAMPLE


72
431
284
147
429
27
1.04
EXAMPLE


73
459
301
158
468
130
1.51
EXAMPLE


74
476
324
188
479
35
0.56
EXAMPLE


75
424
293
147
432
16
0.81
COMPARATIVE









EXAMPLE


76
405
387
233
391
16
2.54
EXAMPLE


77
450
390
237
449
3
2.41
EXAMPLE


78
425
313
131
426
4
2.08
COMPARATIVE









EXAMPLE


79
452
324
155
437
10
0.63
EXAMPLE


80
443
324
155
443
85
1.61
EXAMPLE


81
384
339
177
387
139
1.91
EXAMPLE


82
499
336
182
486
47
0.53
EXAMPLE


83
428
355
209
458
11
0.72
EXAMPLE









84
EXPERIMENT STOPPED BECAUSE STEEL
COMPARATIVE



SHEET FRACTURED IN COLD ROLLING STEP
EXAMPLE














85
426
388
250
448
24
1.08
EXAMPLE


86
445
386
247
430
9
0.74
EXAMPLE


87
454
159
−54
479
28
0.46
COMPARATIVE









EXAMPLE


88
402
222
43
425
14
0.26
EXAMPLE


89
464
328
190
469
35
0.12
EXAMPLE


90
461
323
182
465
53
0.19
EXAMPLE


91
447
423
268
460
37
0.87
COMPARATIVE









EXAMPLE


92
411
211
85
432
31
0.58
COMPARATIVE









EXAMPLE


93
483
395
237
484
13
2.67
COMPARATIVE









EXAMPLE









94
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE














95
465
360
178
482
5
2.47
COMPARATIVE









EXAMPLE









96
EXPERIMENT STOPPED BECAUSE SLAB FRACTURED
COMPARATIVE



DURING HEATING IN HOT ROLLING STEP
EXAMPLE


97
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED DURING TRANSFER FROM
EXAMPLE



CASTING STEP TO HOT ROLLING STEP















98
420
327
167
456
36
0.76
COMPARATIVE









EXAMPLE









99
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE














100
454
270
118
439
123
0.58
COMPARATIVE









EXAMPLE


101
456
304
150
456
45
0.81
COMPARATIVE









EXAMPLE


102
434
303
159
430
10
1.04
EXAMPLE


103
439
298
152
428
10
1.09
COMPARATIVE









EXAMPLE


104
434
251
80
420
60
0.58
EXAMPLE


105
440
255
83
420
61
0.54
COMPARATIVE









EXAMPLE


106
444
286
151
424
28
0.67
COMPARATIVE









EXAMPLE









After the bainite transformation process, the martensite transformation process was performed (martensite transformation step). In the martensite transformation step, the average cooling rate in the range of 340° C. to Ms point of the third cooling (third cooling rate) and the stop temperature (third cooling stop temperature) are illustrated in Table 9 and Table 10. Some of the cold-rolled steel sheets were subjected to the second cold rolling at a rolling ratio illustrated in Table 9 and Table 10 after the martensite transformation step (second cold rolling step). In Table 9 and Table 10, the Ms point and the Mf point are also illustrated additionally. Each underline in Table 9 and Table 10 indicates that the corresponding numerical value is outside the range necessary for the manufacture of the high-strength steel sheet according to the present invention.












TABLE 9









MARTENSITE TRANSFORMATION STEP















THIRD
THIRD


SECOND COLD



EXPERIMENT
COOLING
COOLING STOP


ROLLING STEP


EXAMPLE
RATE
TEMPERATURE
Ms
Mf
ROLLING RATIO


No.
° C./SECOND
° C.
° C.
° C.
%
NOTE
















1
4.5
16
117
−28

EXAMPLE


2
3.1
47
124
−24
0.03
EXAMPLE


3
7.4
20
138
−17
0.06
EXAMPLE


4
1.8
28
164
−3
0.05
EXAMPLE


5
6.7
33
65
−47

EXAMPLE


6
6.7

−66

109
−31

COMPARATIVE








EXAMPLE


7
7.4
26
170
−13

EXAMPLE


8
17.6 
32
170
−13

EXAMPLE


9
4.9
42
112
−48
0.05
EXAMPLE


10
6.4
25
140
−32
0.17
EXAMPLE


11
6.4
24
208
15

EXAMPLE


12
4.7
44
267
66

COMPARATIVE








EXAMPLE


13
4.8
−2
161
−18

EXAMPLE


14
6.4
15
193
4

EXAMPLE


15
6.9
 3
148
−26

COMPARATIVE








EXAMPLE


16
7.4
 9
68
−48

EXAMPLE


17
5.3
17
50
−53
0.06
EXAMPLE


18
4.5
−3
84
−42

COMPARATIVE








EXAMPLE


19
6.3
 6
76
−63
0.20
EXAMPLE


20
7.5
17
63
−68

EXAMPLE


21
4.7
 4
88
−57

COMPARATIVE








EXAMPLE


22
7.2
 9
155
−15

EXAMPLE


23
7.1
23
100
−44

EXAMPLE


24
6.9

141

128
−31

COMPARATIVE








EXAMPLE


25
4.9
 2
102
−35

EXAMPLE


26
11.7 
17
109
−32

EXAMPLE


27

0.3

20
129
−23

COMPARATIVE








EXAMPLE


28
6.7
17
110
−48

EXAMPLE


29
7.8
16
91
−58

EXAMPLE


30
4.4
42
209
16
1.35
EXAMPLE


31
4.9
12
166
−5

EXAMPLE


32
5.9
22
32
−62

EXAMPLE


33
7.0
22
147
−16

COMPARATIVE








EXAMPLE


34
6.0
37
80
−28

EXAMPLE


35
11.8 
37
105
−20

EXAMPLE


36
5.9
23
80
−28

COMPARATIVE








EXAMPLE


37
7.9
 1
134
−13

EXAMPLE


38
6.0
22
109
−24

EXAMPLE


39
7.9
25
109
−24

EXAMPLE


40
6.3
24
142
−13

EXAMPLE


41
7.6
28
83
−38

EXAMPLE


42
7.3
31
128
−19

COMPARATIVE








EXAMPLE


43
6.4
24
96
−28

EXAMPLE


44
8.1
11
107
−25

EXAMPLE


45
8.3
 5



COMPARATIVE








EXAMPLE


46
8.2
 7
176
−4

EXAMPLE


47
4.2
14
148
−21

EXAMPLE


48
7.8
14
95
−48

COMPARATIVE








EXAMPLE


49
8.1
87
132
−23

EXAMPLE


50
5.7
17
114
−32

EXAMPLE


51
6.4
118 
174
0

EXAMPLE


52
5.9
21
71
−48

EXAMPLE


53
5.3
 3
132
−23

12.0

COMPARATIVE








EXAMPLE



















TABLE 10









MARTENSITE TRANSFORMATION STEP















THIRD
THIRD


SECOND COLD



EXPERIMENT
COOLING
COOLING STOP


ROLLING STEP


EXAMPLE
RATE
TEMPERATURE
Ms
Mf
ROLLING RATIO


No.
° C./SECOND
° C.
° C.
° C.
%
NOTE












54
EXPERIMENT STOPPED BECAUSE
COMPARATIVE



OF SHAPE FAILURE OF STEEL
EXAMPLE



SHEET AFTER HOT ROLLING













55
6.1
23
106
−32

EXAMPLE


56
6.0
33
149
−12

EXAMPLE


57
5.1
35
118
−27

COMPARATIVE








EXAMPLE


58
5.6
−35
56
−58

EXAMPLE


59
4.7
−14
100
−42

EXAMPLE


60
7.9
17
174
−2

EXAMPLE


61
5.4
35
144
−20

EXAMPLE


62
6.9
59
160
−11

EXAMPLE


63
7.8
25
128
−29

EXAMPLE


64
6.1
−2
157
−17

EXAMPLE


65
8.1
33
119
−39

EXAMPLE


66
7.9
17
139
−28

COMPARATIVE








EXAMPLE


67
6.9
27
89
−44

EXAMPLE


68
4.6
4
145
−18

EXAMPLE


69
7.4
26
139
−21

COMPARATIVE








EXAMPLE


70
7.0
9
173
−6

EXAMPLE


71
8.3
25
103
−44

EXAMPLE


72
7.5
−3
130
−31

EXAMPLE


73
7.5
10
71
−55

EXAMPLE


74
6.1
−1
147
−20

EXAMPLE


75
7.2
9
109
−40

COMPARATIVE








EXAMPLE


76
8.0
31
100
−8

EXAMPLE


77
4.3
21
135
3

EXAMPLE


78
8.0
29
124
−1

COMPARATIVE








EXAMPLE


79
7.4
19
154
−18
0.55
EXAMPLE


80
2.7
6
124
−36

EXAMPLE


81
6.9
4
112
−42

EXAMPLE


82
7.7
10
156
−12

EXAMPLE


83
5.1
4
113
−34

EXAMPLE









84
EXPERIMENT STOPPED BECAUSE
COMPARATIVE



STEEL SHEET FRACTURED
EXAMPLE



IN COLD ROLLING STEP













85
4.8
37
124
−16

EXAMPLE


86
1.6
76
175
9

EXAMPLE


87
8.1
28
115
−20

COMPARATIVE








EXAMPLE


88
7.7
28
78
−67

EXAMPLE


89
6.9
125
218
23

EXAMPLE


90
6.4
4
158
−22

EXAMPLE


91
7.6
30
−7
−72

COMPARATIVE








EXAMPLE


92
5.7
3
83
−62

COMPARATIVE








EXAMPLE


93
4.7
34
165
9

COMPARATIVE








EXAMPLE









94
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE













95
5.1
49
168
23

COMPARATIVE








EXAMPLE









96
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED DURING HEATING
EXAMPLE



IN HOT ROLLING STEP


97
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED DURING TRANSFER FROM
EXAMPLE



CASTING STEP TO HOT ROLLING STEP













98
4.4
43
200
13

COMPARATIVE








EXAMPLE









99
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE













100
7.1
29
116
−49

COMPARATIVE








EXAMPLE


101
8.0
32
182
−1

COMPARATIVE








EXAMPLE


102
4.8
32
108
−41

EXAMPLE


103
5.0
28
112
−35

COMPARATIVE








EXAMPLE


104
7.4
25
150
−31

EXAMPLE


105
8.0
27
150
−31

COMPARATIVE








EXAMPLE


106
6.1
9
75
−62

COMPARATIVE








EXAMPLE









In this manner, various steel sheets for tempering treatment were fabricated. Then, each volume fraction of respective structures of “ferrite (a),” “bainite (B),” “tempered martensite (tM),” “retained austenite (retained γ),” “fresh martensite (fM),” and “total of pearlite and cementite (P+C)” of the steel sheets for tempering treatment in Experiment examples No. 1 to No. 101 was examined by the method similar to the method of measuring the volume fractions of the respective structures of the above-described high-strength steel sheet. Further, each solid-solution carbon content in the retained austenite of the steel sheets for tempering treatment in Experiment examples No. 1 to No. 101 was examined by the above-described method. These results are illustrated in Table 11 and Table 12. Each underline in Table 11 and Table 12 indicates that the corresponding numerical value is outside the range necessary for the manufacture of the high-strength steel sheet according to the present invention.












TABLE 11









RETAINED γ



EXPERIMENT
VOLUME FRACTION
SOLID-SOLUTION















EXAMPLE
α
B
tM
RETAINED γ
fM
P + C
CARBON CONTENT



No.
%
%
%
%
%
%
MASS %
NOTE


















1
44
25
0
12 
18
1
0.62
EXAMPLE


2
66
 5
0
18 
11
0
0.86
EXAMPLE


3
14
50
0
10 
26
0
0.61
EXAMPLE


4
32
32
0
12 
24
0
0.91
EXAMPLE


5
39
38
0
8
15
0
0.76
EXAMPLE


6
42
33
0

0

25
0

COMPARATIVE










EXAMPLE


7
56
16
0
7
21
0
0.69
EXAMPLE


8
24
43
0
13 
20
0
0.74
EXAMPLE


9
56
18
0
8
18
0
0.81
EXAMPLE


10
42
27
0
13 
18
0
0.73
EXAMPLE


11
23
38
0
3
36
0
0.88
EXAMPLE


12
38
0
3

0

59
0

COMPARATIVE










EXAMPLE


13
57
27
0
5
 9
2
0.66
EXAMPLE


14
42
47
0
2
 9
0
0.81
EXAMPLE


15
60
28
0
3
 9
0
0.89
COMPARATIVE










EXAMPLE


16
49
38
0
8
 5
0
0.93
EXAMPLE


17
35
50
0
4
11
0
0.79
EXAMPLE


18
30
58
1
4
 7
0
0.91
COMPARATIVE










EXAMPLE


19
25
52
0
8
13
2
0.76
EXAMPLE


20
36
33
0
12 
19
0
0.82
EXAMPLE


21
50
19
0
12 
19
0
0.72
COMPARATIVE










EXAMPLE


22
19
37
0
21 
23
0
0.88
EXAMPLE


23
6
53
0
22 
19
0
0.80
EXAMPLE


24
15
55
0
30 
0
0
0.70
COMPARATIVE










EXAMPLE


25
38
37
0
9
14
2
0.81
EXAMPLE


26
3
64
0
6
27
0
0.72
EXAMPLE


27
0
75
0
10 
 7

8

0.63
COMPARATIVE










EXAMPLE


28
62
15
0
11 
12
0
0.74
EXAMPLE


29
60
18
0
10 
12
0
0.75
EXAMPLE


30
47
15
0
7
30
1
0.76
EXAMPLE


31
66
12
0
4
18
0
0.67
EXAMPLE


32
48
33
0
4
15
0
0.78
EXAMPLE


33
50
30
0
7
12
1
0.81
COMPARATIVE










EXAMPLE


34
44
24
0
5
27
0
0.69
EXAMPLE


35
64
 9
0
10 
17
0
0.85
EXAMPLE


36
68
 8
0
10 
 6

8

0.79
COMPARATIVE










EXAMPLE


37
25
50
0
8
17
0
0.93
EXAMPLE


38
40
35
0
13 
12
0
0.84
EXAMPLE


39
45
30
0
12 
13
0
0.70
EXAMPLE


40
44
25
0
8
23
0
0.76
EXAMPLE


41
69
 8
0
8
15
0
0.75
EXAMPLE


42
47
21
0
7
25
0
0.63
COMPARATIVE










EXAMPLE


43
49
25
0
19 
 7
0
0.78
EXAMPLE


44
12
60
0
7
21
0
0.91
EXAMPLE


45
72
28
0

0

0
0

COMPARATIVE










EXAMPLE


46
37
32
18
6
 7
0
0.92
EXAMPLE


47
35
33
0
6
26
0
0.69
EXAMPLE


48
53
24
1
11 
11
0
0.84
COMPARATIVE










EXAMPLE


49
41
27
0
13 
19
0
0.85
EXAMPLE


50
0
60
0
13 
27
0
0.76
EXAMPLE


51
53
 5
0
13 
27
2
0.76
EXAMPLE


52
40
30
14
9
 7
0
0.76
EXAMPLE


53
40
26
0

0

34
0

COMPARATIVE










EXAMPLE



















TABLE 12









RETAINED γ



EXPERIMENT
VOLUME FRACTION
SOLID-SOLUTION















EXAMPLE
α
B
tM
RETAINED γ
fM
P + C
CARBON CONTENT



No.
%
%
%
%
%
%
MASS %
NOTE












54
TEST STOPPED
COMPARATIVE




EXAMPLE















55
32
40
0
7
21
0
0.76
EXAMPLE


56
0
72
0
6
22
0
0.89
EXAMPLE


57
24
45
0
8
23
0
0.83
COMPARATIVE










EXAMPLE


58
55
27
0
7
10
1
0.75
EXAMPLE


59
50
27
0
4
19
0
0.74
EXAMPLE


60
45
24
0
8
23
0
0.72
EXAMPLE


61
49
26
0
7
18
0
0.78
EXAMPLE


62
55
15
0
12 
18
0
0.73
EXAMPLE


63
47
30
0
9
14
0
0.81
EXAMPLE


64
51
27
0
3
19
0
0.93
EXAMPLE


65
62
25
0
6
 7
0
0.89
EXAMPLE


66
35
44
0
16 
 4
1
0.79
COMPARATIVE










EXAMPLE


67
36
39
0
10 
15
0
0.70
EXAMPLE


68
39
30
0
11 
19
1
0.93
EXAMPLE


69
44
24
0
13 
19
0
0.78
COMPARATIVE










EXAMPLE


70
23
32
0
16 
27
2
0.82
EXAMPLE


71
33
26
0
11 
30
0
0.79
EXAMPLE


72
28
31
0
14 
27
0
0.68
EXAMPLE


73
36
38
0
10 
15
1
0.83
EXAMPLE


74
26
46
0
8
19
1
0.90
EXAMPLE


75
39
31
0
11 
19
0
0.89
COMPARATIVE










EXAMPLE


76
47
38
0
5
 9
1
0.77
EXAMPLE


77
46
34
0
2
13
5
0.68
EXAMPLE


78
65
18
0
3
 8

6

0.82
COMPARATIVE










EXAMPLE


79
58
19
0
7
16
0
0.70
EXAMPLE


80
58
22
0
3
15
2
0.85
EXAMPLE


81
53
30
0
1
16
0
0.89
EXAMPLE


82
46
20
0
7
26
1
0.89
EXAMPLE


83
38
43
0
11 
 8
0
0.74
EXAMPLE









84
TEST STOPPED
COMPARATIVE




EXAMPLE















85
29
52
0
3
15
0
0.69
EXAMPLE


86
30
50
0
7
13
0
0.79
EXAMPLE


87
76
4
0
3
11

6

0.82
COMPARATIVE










EXAMPLE


88
63
17
0
10 
 9
1
0.91
EXAMPLE


89
30
33
0
6
31
0
0.79
EXAMPLE


90
33
30
0
10 
27
0
0.93
EXAMPLE


91
48
48
0

0

 3
1

COMPARATIVE










EXAMPLE


92
11
32
0

27

30
0
0.89
COMPARATIVE










EXAMPLE


93
50
30
0
9
11
0
0.72
COMPARATIVE










EXAMPLE









94
TEST STOPPED
COMPARATIVE




EXAMPLE















95
65
18
0

0

0

17


COMPARATIVE










EXAMPLE









96
TEST STOPPED
COMPARATIVE




EXAMPLE


97
TEST STOPPED
COMPARATIVE




EXAMPLE















98
51
18
0
9
21
1
0.74
COMPARATIVE










EXAMPLE









99
TEST STOPPED
COMPARATIVE




EXAMPLE















100
45
24
0
11 
18
2
0.86
COMPARATIVE










EXAMPLE


101
47
18
0
9
24
2
0.75
COMPARATIVE










EXAMPLE


102
48
27
0
6
19
0
0.71
EXAMPLE


103
42
22
0
5
30
0
0.76
COMPARATIVE










EXAMPLE


104
58
18
0
4
20
0
0.81
EXAMPLE


105
53
16
0
6
24
0
0.74
COMPARATIVE










EXAMPLE


106
25
52
0
9
14
0
0.77
COMPARATIVE










EXAMPLE









After the martensite transformation step, the tempering treatment was performed (tempering step). In the tempering step, the tempering temperature Ttem, the treatment time ttem, and the average heating rate from 200° C. to Ttem are illustrated in Table 13 and Table 14. In Table 13 and Table 14, the parameters Q3 to Q5 are also illustrated additionally. Each underline in Table 13 and Table 14 indicates that the corresponding numerical value is outside the range necessary for the manufacture of the high-strength steel sheet according to the present invention.












TABLE 13









TEMPERING STEP
















AVERAGE
TEMPERING
TREATMENT






EXPERIMENT
HEATING
TEMPERATURE
TIME


EXAMPLE
RATE
Ttem
ttem
PARAMETER
PARAMETER
PARAMETER


No.
° C./SECOND
° C.
SECOND
Q3
Q4
Q5
NOTE

















1
115.0
353
6
1.8
0.45
−0.19
EXAMPLE


2
107.7
298
9
1.3
0.54
−0.15
EXAMPLE


3
7.3
399
1
1.5
0.13
−0.05
EXAMPLE


4
85.3
237
111
1.5
0.84
−0.14
EXAMPLE


5
7.7
390
226
3.8
0.76
−0.91
EXAMPLE


6
11.8
337
97
2.8
0.77
−0.73
COMPARATIVE









EXAMPLE


7
107.3
361
66
2.8
0.68
−1.54
EXAMPLE


8
1.5
291
51
1.8
0.73
−0.52
EXAMPLE


9
82.3
348
30
2.3
0.62
−0.93
EXAMPLE


10
107.2
289
67
1.9
0.75
−0.57
EXAMPLE


11
8.5
247
72
1.3
0.77
−0.22
EXAMPLE


12
19.4
407
26
2.9
0.54
−1.05
COMPARATIVE









EXAMPLE


13
33.9
513
11
3.4
0.32
 0.67
EXAMPLE


14
45.9
356
25
2.4
0.60
−0.62
EXAMPLE


15
94.4

176

1450
1.3
0.89
−0.07
COMPARATIVE









EXAMPLE


16
15.5
250
84
1.5
0.81
−0.19
EXAMPLE


17
4.3
345
8
1.8
0.49
−0.26
EXAMPLE


18
94.9
254
11

0.7

0.58
−0.08
COMPARATIVE









EXAMPLE


19
6.9
386
2128
4.7
0.84
−1.75
EXAMPLE


20
5.1
410
253
4.1
0.69
−0.25
EXAMPLE


21
4.8
347
7
1.8
0.45
−0.14
COMPARATIVE









EXAMPLE


22
7.9
438
8
2.7
0.40
−0.35
EXAMPLE


23
11.2
314
129
2.5
0.81
−1.25
EXAMPLE


24
13.0
299
166
2.4
0.84
−1.10
COMPARATIVE









EXAMPLE


25
17.6
357
30
3.0
0.63
 0.00
EXAMPLE


26
82.5
257
8
1.1
0.53
−0.02
EXAMPLE


27
6.9
353
5
2.2
0.42
 0.00
COMPARATIVE









EXAMPLE


28
52.2
536
7
3.3
0.26
 0.10
EXAMPLE


29
14.2
237
256
1.6
0.88
−0.40
EXAMPLE


30
27.8
258
65
1.4
0.77
−0.36
EXAMPLE


31
213.1
353
128
3.0
0.78
−2.67
EXAMPLE


32
8.9
355
39
2.5
0.67
−1.50
EXAMPLE


33
4.6
550
14
3.7
0.31
1.99
COMPARATIVE









EXAMPLE


34
36.8
240
97
2.2
0.80
−0.09
EXAMPLE


35
110.7
262
256
3.0
0.88
−0.22
EXAMPLE


36
59.0
239
16
1.4
0.61
−0.03
COMPARATIVE









EXAMPLE


37
13.4
503
4
2.9
0.28
 0.26
EXAMPLE


38
54.6
308
14
1.5
0.61
−0.31
EXAMPLE


39
42.9
339
83
2.7
0.78
−1.10
EXAMPLE


40
8.1
412
27
3.4
0.53
−0.05
EXAMPLE


41
73.4
308
35
2.4
0.67
−0.23
EXAMPLE


42
9.2
305
39
2.4
0.68
−0.24
COMPARATIVE









EXAMPLE


43
31.5
364
8
2.6
0.45
−0.15
EXAMPLE


44
19.3
357
10
2.6
0.48
−0.17
EXAMPLE


45
84.6
395
4
2.6
0.33
−0.07
COMPARATIVE









EXAMPLE


46
15.7
411
7
2.5
0.40
−0.04
EXAMPLE


47
8.1
249
90
1.6
0.80
−0.14
EXAMPLE


48
8.6
238
18000
3.7

1.08

−1.52
COMPARATIVE









EXAMPLE


49
17.6
309
35
1.9
0.72
−0.57
EXAMPLE


50
2.1
338
39
2.3
0.70
−0.90
EXAMPLE


51
9.6
408
22
2.8
0.56
−0.87
EXAMPLE


52
51.0
264
53
1.4
0.78
−0.28
EXAMPLE


53
16.2
394
49
3.0
0.66
−1.37
COMPARATIVE









EXAMPLE



















TABLE 14









TEMPERING STEP
















AVERAGE
TEMPERING
TREATMENT






EXPERIMENT
HEATING
TEMPERATURE
TIME


EXAMPLE
RATE
Ttem
ttem
PARAMETER
PARAMETER
PARAMETER


No.
° C./ECOND
° C.
SECOND
Q3
Q4
Q5
NOTE












54
EXPERIMENT STOPPED BECAUSE OF SHAPE FAILURE
COMPARATIVE



OF STEEL SHEET AFTER HOT ROLLING
EXAMPLE














55
29.5
356
3600
4.7
0.96
−3.33
EXAMPLE


56
9.1
295
7
1.2
0.51
−0.10
EXAMPLE


57
8.7
407
84
3.6
0.67
−0.18
COMPARATIVE









EXAMPLE


58
6.8
336
11
1.8
0.54
−0.44
EXAMPLE


59
8.1
245
169
1.7
0.87
−0.31
EXAMPLE


60
8.8
363
11
2.1
0.52
−0.54
EXAMPLE


61
6.3
405
1
1.5
0.13
−0.16
EXAMPLE


62
7.9
339
46
2.4
0.70
−0.93
EXAMPLE


63
8.4
260
53
1.4
0.76
−0.25
EXAMPLE


64
63.9
361
12
2.3
0.51
−0.14
EXAMPLE


65
7.3
408
21
3.0
0.52
−0.04
EXAMPLE


66
76.8
488
23
3.7
0.41
1.70
COMPARATIVE









EXAMPLE


67
14.3
253
35
1.1
0.73
−0.17
EXAMPLE


68
26.0
291
15
1.3
0.61
−0.26
EXAMPLE


69
10.7
312
8
1.3
0.52
−0.27
COMPARATIVE









EXAMPLE


70
11.7
361
10
2.2
0.49
−0.14
EXAMPLE


71
6.7
339
5
1.6
0.42
−0.11
EXAMPLE


72
5.5
240
63
1.3
0.76
−0.09
EXAMPLE


73
6.6
288
24
1.7
0.66
−0.13
EXAMPLE


74
9.3
343
220
3.3
0.81
−0.60
EXAMPLE


75
95.4
304
37
2.1
0.69
−0.20
COMPARATIVE









EXAMPLE


76
96.2
293
8
1.4
0.54
−0.11
EXAMPLE


77
9.3
307
30
2.1
0.71
−0.26
EXAMPLE


78
9.0
264
14
1.2
0.63
−0.09
COMPARATIVE









EXAMPLE


79
5.5
349
9
2.2
0.49
−0.04
EXAMPLE


80
18.8
363
12
2.4
0.51
−0.03
EXAMPLE


81
14.6
309
10
1.7
0.53
−0.06
EXAMPLE


82
18.8
396
36
3.0
0.60
−0.33
EXAMPLE


83
334.6
304
22
1.8
0.65
−0.25
EXAMPLE









84
EXPERIMENT STOPPED BECAUSE STEEL SHEET
COMPARATIVE



FRACTURED IN COLD ROLLING STEP
EXAMPLE














85
5.7
354
7
1.8
0.49
−0.34
EXAMPLE


86
43.6
287
23
1.5
0.70
−0.27
EXAMPLE


87
15.8
340
13
1.9
0.59
−0.42
COMPARATIVE









EXAMPLE


88
13.9
399
126
3.5
0.67
−1.76
EXAMPLE


89
6.8
311
127
2.5
0.78
−1.00
EXAMPLE


90
6.4
349
146
3.0
0.75
−1.70
EXAMPLE


91
7.8
350
65
2.7
0.71
−0.93
COMPARATIVE









EXAMPLE


92
35.6
350
65
2.7
0.69
−1.22
COMPARATIVE









EXAMPLE


93
9.2
350
65
3.5
0.74
 0.00
COMPARATIVE









EXAMPLE









94
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE














95
7.3
350
65
2.9
0.78
−0.73
COMPARATIVE









EXAMPLE









96
EXPERIMENT STOPPED BECAUSE SLAB FRACTURED
COMPARATIVE



DURING HEATING IN HOT ROLLING STEP
EXAMPLE


97
EXPERIMENT STOPPED BECAUSE SLAB FRACTURED DURING
COMPARATIVE



TRANSFER FROM CASTING STEP TO HOT ROLLING STEP
EXAMPLE














98
9.6
350
65
2.7
0.71
−1.06
COMPARATIVE









EXAMPLE









99
EXPERIMENT STOPPED BECAUSE SLAB
COMPARATIVE



FRACTURED IN CASTING STEP
EXAMPLE














100
10.3
350
65
2.7
0.68
−1.17
COMPARATIVE









EXAMPLE


101
12.0
350
65
2.8
0.70
−0.75
COMPARATIVE









EXAMPLE


102
95.1
354
6
2.0
0.45
−0.20
EXAMPLE


103
94.5
345
6
2.0
0.46
−0.21
COMPARATIVE









EXAMPLE


104
105.3
360
67
2.9
0.68
−1.45
EXAMPLE


105
105.6
359
60
2.6
0.57
−1.57
COMPARATIVE









EXAMPLE


106
7.6
388
2127
4.7
0.83
−1.73
COMPARATIVE









EXAMPLE









In Experiment examples No. 13, No. 22, No. 25, No. 28, No. 34, No. 37, No. 41, No. 43, No. 49, No. 50, No. 60, No. 61, No. 67, No. 70, No. 73, No. 77, No. 81, and No. 83, the hot-dip galvanizing treatment was performed on the steel sheet at the stage (galvanizing treatment timing) illustrated in Table 15. The steel sheet entering temperature of the hot-dip galvanizing treatment, the galvanizing bath temperature, and the effective Al content in the galvanizing bath are illustrated in Table 15. In Experiment examples No. 13, No. 22, No. 28, No. 34, No. 41, No. 50, No. 60, No. 61, No. 70, No. 73, and No. 83, the alloying treatment was performed at the stage (alloying treatment timing) illustrated in Table 15. The temperature and the holding time of the alloying treatment are illustrated in Table 15. In the space of “SURFACE” in Table 15, “GI” means that the hot-dip galvanized layer was formed on the surface and “GA” means that the alloyed galvanized layer was formed on the surface.












TABLE 15









GALVANIZING TREATMENT













STEEL
GALVA-
EFFECTIVE

















EXPER-




SHEET
NIZING
Al
ALLOYING



IMENT




ENTERING
BATH
CONTENT OF
TREATMENT

















EXAM-


GALVANIZING
ALLOYING
TEMPER-
TEMPER-
GALVANIZING
TEMPER-




PLE
STEEL
SUR-
TREATMENT
TREATMENT
ATURE
ATURE
BATH
ATURE
TIME


No .
TYPE
FACE
TIMING
TIMING
° C.
° C.
MASS %
° C.
SECOND
NOTE




















13
C
GA
TEMPERING
TEMPERING
464
456
0.101
513
11
EXAMPLE





TREATMENT
TREATMENT


22
F
GA
BEFORE
BEFORE
446
467
0.128
553
21
EXAMPLE





BAINITE
BAINITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


25
G
GI
BEFORE

445
467
0.094


EXAMPLE





BAINITE





TRANSFOR-





MATION





PROCESS


28
H
GA
BEFORE
TEMPERING
459
455
0.145
536
 7
EXAMPLE





MARTENSITE
TREATMENT





TRANSFOR-





MATION





PROCESS


34
J
GA
BEFORE
BEFORE
479
454
0.079
482
57
EXAMPLE





MARTENSITE
MARTENSITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


37
K
GI
TEMPERING

441
464
0.264


EXAMPLE





TREATMENT


41
L
GA
BEFORE
BEFORE
464
462
0.082
496
24
EXAMPLE





MARTENSITE
MARTENSITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


43
M
GI
BEFORE

458
459
0.206


EXAMPLE





BAINITE





TRANSFOR-





MATION





PROCESS


49
O
GI
BEFORE

456
462
0.233


EXAMPLE





BAINITE





TRANSFOR-





MATION





PROCESS


50
O
GA
BEFORE
BEFORE
458
453
0.167
582
13
EXAMPLE





BAINITE
BAINITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


60
Q
GA
BEFORE
BEFORE
440
467
0.092
527
46
EXAMPLE





BAINITE
BAINITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


61
Q
GA
BEFORE
BEFORE
469
456
0.083
492
36
EXAMPLE





BAINITE
MARTENSITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


67
S
GI
BEFORE

463
467
0.114


EXAMPLE





BAINITE





TRANSFOR-





MATION





PROCESS


70
T
GA
BEFORE
BEFORE
454
460
0.107
512
16
EXAMPLE





BAINITE
MARTENSITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


73
U
GA
BEFORE
BEFORE
476
463
0.092
503
18
EXAMPLE





MARTENSITE
MARTENSITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS


77
V
GI
BEFORE

446
462
0.216


EXAMPLE





MARTENSITE





TRANSFOR-





MATION





PROCESS


81
W
GI
BEFORE

452
459
0.256


EXAMPLE





MARTENSITE





TRANSFOR-





MATION





PROCESS


83
X
GA
BEFORE
BEFORE
472
467
0.137
592
11
EXAMPLE





BAINITE
BAINITE





TRANSFOR-
TRANSFOR-





MATION
MATION





PROCESS
PROCESS









In Experiment example No. 2, the following electrogalvanizing treatment was performed on the steel sheet at the stage (galvanizing treatment timing) after the tempering treatment. In Experiment example No. 65, on the steel sheet, the following electrogalvanizing treatment was performed at the stage (galvanizing treatment timing) after the tempering treatment, and further the alloying treatment was performed at the stage (alloying treatment timing) after the tempering treatment.


The electrogalvanizing treatment in Experiment example No. 2 and Experiment example No. 65 was performed by a method in which the steel sheet is subjected to pickling and then immersed in an electrogalvanizing bath to be energized. The pickling was performed until hydrogen bubbles were visually recognized after the steel sheet was immersed in a 10%-sulfuric acid at ordinary temperature. The electrogalvanizing treatment was performed in an electrogalvanizing bath containing 1.5 g/L of H2SO4, 194 g/L of ZnSO4, and 45 g/L of NaSO4 and having pH of 1.5 to 2.0 with a solution temperature of 50° C., and a current density was set to 25 A/(dm)2.


In Experiment examples No. 3 to No. 35 and No. 60 to No. 80, after the tempering treatment, cold rolling at the maximum reduction ratio of 1.00% was performed.


In Experiment examples No. 22 and No. 83, after the tempering treatment, a degreasing agent was applied and washing was performed by a water spray. Thereafter, the steel sheet was immersed in a surface active agent and then in a chemical conversion treatment solution PB-SX-35 manufactured by Nihon Parkerizing Co., Ltd. in this order and washed again by a water spray, and by a method of drying by a hot air oven, the coating film made of the composite oxide containing phosphorus oxide and phosphorus was formed on the surface.


As for the experiment examples in which a test was not stopped out of the high-strength steel sheets and the high-strength galvanized steel sheets in Experiment examples No. 1 to No. 101 that were obtained in this manner, each volume fraction of respective structures of “ferrite (α),” “bainite (B),” “tempered martensite (tM),” “retained austenite (retained γ),” “fresh martensite (fM),” and “total of pearlite and cementite (P+C)” was examined by the above-described method. These results are illustrated in Table 16 and Table 17. Each underline in Table 16 and Table 17 indicates that the corresponding numerical value is outside the range of the present invention.












TABLE 16







EXPERIMENT

VOLUME FRACTION
















EXAMPLE
STEEL
α
B
tM
RETAINED γ
fM
P + C



No.
TYPE
%
%
%
%
%
%
NOTE


















1
A
44
30
19
7
0
0
EXAMPLE


2
A
66
7
12
14 
1
0
EXAMPLE


3
A
14
57
22
6
1
0
EXAMPLE


4
A
32
35
22
9
1
1
EXAMPLE


5
A
39
41
 8
12 
0
0
EXAMPLE


6
A
42
33
25

0

0
0
COMPARATIVE










EXAMPLE


7
B
56
18
21
5
0
0
EXAMPLE


8
B
24
48
18
9
1
0
EXAMPLE


9
B
56
20
10
14 
0
0
EXAMPLE


10
B
42
32
15
10 
0
1
EXAMPLE


11
B
23
40
32
3
2
0
EXAMPLE


12
B
38
62
0

0

0
0
COMPARATIVE










EXAMPLE


13
C
57
29
 8
4
0
2
EXAMPLE


14
C
42
47
 9
2
0
0
EXAMPLE


15
C
60
28
 3
3

6

0
COMPARATIVE










EXAMPLE


16
D
49
40
 5
6
0
0
EXAMPLE


17
D
35
55
 6
4
0
0
EXAMPLE


18
D
30
58
 1
4

7

0
COMPARATIVE










EXAMPLE


19
E
25
52
11
11 
0
1
EXAMPLE


20
E
36
37
19
8
0
0
EXAMPLE


21
E
50
19
17
14 
0
0
COMPARATIVE










EXAMPLE


22
F
19
39
23
19 
0
0
EXAMPLE


23
F
6
53
18
22 
1
0
EXAMPLE


24
F
15
53
0
16 

16

0
COMPARATIVE










EXAMPLE


25
G
38
37
13
10 
0
2
EXAMPLE


26
G
3
69
14
11 
3
0
EXAMPLE


27
G
0
83
0
9

6

2
COMPARATIVE










EXAMPLE


28
H
62
16
 9
13 
0
0
EXAMPLE


29
H
60
20
 8
12 
0
0
EXAMPLE


30
H
47
16
30
6
0
1
EXAMPLE


31
I
66
13
14
7
0
0
EXAMPLE


32
I
48
41
 7
4
0
0
EXAMPLE


33
I
50
30
 9

0

3

8

COMPARATIVE










EXAMPLE


34
J
44
34
13
7
1
1
EXAMPLE


35
J
64
13
 8
15 
0
0
EXAMPLE


36
J
68
10
 5
7
0

10

COMPARATIVE










EXAMPLE


37
K
25
53
13
8
1
0
EXAMPLE


38
K
40
38
13
9
0
0
EXAMPLE


39
K
45
33
14
7
1
0
EXAMPLE


40
L
44
25
18
13 
0
0
EXAMPLE


41
L
69
8
13
8
0
2
EXAMPLE


42
L
47
24
18
11 
0
0
COMPARATIVE










EXAMPLE


43
M
49
33
 7
11 
0
0
EXAMPLE


44
M
12
69
10
9
0
0
EXAMPLE


45
M
72
28
0

0

0
0
COMPARATIVE










EXAMPLE


46
N
37
33
21
7
2
0
EXAMPLE


47
N
35
43
16
6
0
0
EXAMPLE


48
N
53
27
 9
8
3
0
COMPARATIVE










EXAMPLE


49
O
41
29
19
11 
0
0
EXAMPLE


50
O
0
69
21
10 
0
0
EXAMPLE


51
O
53
5
25
14 
1
2
EXAMPLE


52
O
40
35
13
12 
0
0
EXAMPLE


53
O
40
26
34

0

0
0
COMPARATIVE










EXAMPLE



















TABLE 17







EXPERIMENT

VOLUME FRACTION
















EXAMPLE
STEEL
α
B
tM
RETAINED γ
fM
P + C



No.
TYPE
%
%
%
%
%
%
NOTE













54
O
TEST STOPPED
COMPARATIVE





EXAMPLE















55
P
32
45
15
8
0
0
EXAMPLE


56
P
0
72
22
6
0
0
EXAMPLE


57
P
24
52
16
8
0
0
COMPARATIVE










EXAMPLE


58
Q
55
29
 9
6
0
1
EXAMPLE


59
Q
50
30
15
5
0
0
EXAMPLE


60
Q
45
26
18
8
2
1
EXAMPLE


61
Q
49
26
18
7
0
0
EXAMPLE


62
Q
55
18
18
9
0
0
EXAMPLE


63
Q
47
30
13
9
1
0
EXAMPLE


64
R
51
30
15
4
0
0
EXAMPLE


65
R
62
25
 7
6
0
0
EXAMPLE


66
R
35
44
 4
2
0

15

COMPARATIVE










EXAMPLE


67
S
36
39
15
10 
0
0
EXAMPLE


68
S
39
30
19
11 
0
1
EXAMPLE


69
S
44
27
19
9
1
0
COMPARATIVE










EXAMPLE


70
T
23
32
27
16 
0
2
EXAMPLE


71
T
33
31
17
19 
0
0
EXAMPLE


72
T
28
31
25
16 
0
0
EXAMPLE


73
U
36
40
12
11 
0
1
EXAMPLE


74
U
26
46
18
9
0
1
EXAMPLE


75
U
39
36
14
11 
0
0
COMPARATIVE










EXAMPLE


76
V
47
38
 7
7
0
1
EXAMPLE


77
V
46
36
12
6
0
0
EXAMPLE


78
V
65
18
 8
3
0

6

COMPARATIVE










EXAMPLE


79
W
58
21
15
4
1
1
EXAMPLE


80
W
58
27
10
3
2
0
EXAMPLE


81
W
53
32
10
3
0
2
EXAMPLE


82
X
46
28
18
8
0
0
EXAMPLE


83
X
38
43
 8
11 
0
0
EXAMPLE










84
X
TEST STOPPED
COMPARATIVE





EXAMPLE















85
Y
29
52
13
6
0
0
EXAMPLE


86
Y
30
50
12
8
0
0
EXAMPLE


87
Y
76
4
11
3
0

6

COMPARATIVE










EXAMPLE


88
Z
63
17
 9
10 
0
1
EXAMPLE


89
Z
30
32
28
9
1
0
EXAMPLE


90
Z
33
34
19
13 
0
1
EXAMPLE


91
AA
48
48
 3

0

0
1
COMPARATIVE










EXAMPLE


92
AB
11
32
25

30

2
0
COMPARATIVE










EXAMPLE


93
AC
50
32
11

0

3
4
COMPARATIVE










EXAMPLE










94
AD
TEST STOPPED
COMPARATIVE





EXAMPLE















95
AE
65
18
0

0

0

17

COMPARATIVE










EXAMPLE










96
AF
TEST STOPPED
COMPARATIVE





EXAMPLE


97
AG
TEST STOPPED
COMPARATIVE





EXAMPLE















98
AH
51
18
21
7
0
3
COMPARATIVE










EXAMPLE










99
AI
TEST STOPPED
COMPARATIVE





EXAMPLE















100
AJ
45
24
18
11 
0
2
COMPARATIVE










EXAMPLE


101
AK
47
18
24
9
0
2
COMPARATIVE










EXAMPLE


102
A
48
27
17
8
0
0
EXAMPLE


103
A
42
22
27
8
1
0
COMPARATIVE










EXAMPLE


104
B
58
18
20
4
0
0
EXAMPLE


105
B
53
16
25
5
1
0
COMPARATIVE










EXAMPLE


106
E
25
52
 8
13 
2
0
COMPARATIVE










EXAMPLE









Further, as for the experiment examples in which a test was not stopped out of the high-strength steel sheets and the high-strength galvanized steel sheets in Experiment examples No. 1 to No. 101, each solid-solution carbon content in the retained austenite was examined by the above-described method. Further, as for the experiment examples in which a test was not stopped, each proportion of interfaces with the tempered martensite or the fresh martensite to all the grain boundaries of retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more (proportion of interfaces) was examined by the above-described method. As for the experiment examples in which a test was not stopped, each density of the retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more was examined. These results are illustrated in Table 18 and Table 19. Each underline in Table 18 and Table 19 indicates that the corresponding numerical value is outside the range of the present invention.













TABLE 18









RETAINED AUSTENITE
GALVANIZED LAYER















EXPERIMENT
SOLID-SOLUTION
PROPORTION OF
DENSITY
Fe
Al
HIGH-STRENGTH



EXAMPLE
CARBON CONTENT
INTERFACE
×1010
CONTENT
CONTENT
STEEL SHEET


No.
MASS %
%
PIECE/m2
MASS %
MASS %
SURFACE
NOTE

















1
1.02
55
2.3


CR
EXAMPLE


2
1.11
66
3.7


CR
EXAMPLE


3
0.89
49
4.1


CR
EXAMPLE


4
1.07
44
2.4


CR
EXAMPLE


5
1.20
44
2.9


CR
EXAMPLE


6





CR
COMPARATIVE









EXAMPLE


7
0.96
49
3.4


CR
EXAMPLE


8
1.01
31
4.0


CR
EXAMPLE


9
1.15
45
2.3


CR
EXAMPLE


10
1.00
29
4.2


CR
EXAMPLE


11
0.85
51
2.6


CR
EXAMPLE


12





CR
COMPARATIVE









EXAMPLE


13
0.80
43
3.0
11.5 
0.1
GA
EXAMPLE


14
0.76
38
2.2


CR
EXAMPLE


15
1.02
37
3.0


CR
COMPARATIVE









EXAMPLE


16
1.15
25
2.6


CR
EXAMPLE


17
1.12
33
2.5


CR
EXAMPLE


18
0.94
28
2.0


CR
COMPARATIVE









EXAMPLE


19
1.14
44
4.6


CR
EXAMPLE


20
1.20
57
3.4


CR
EXAMPLE


21
1.10

81

4.6


CR
COMPARATIVE









EXAMPLE


22
0.95
49
3.2
9.1
0.2
GA
EXAMPLE


23
1.08
31
3.5


CR
EXAMPLE


24
1.20
39
4.2


CR
COMPARATIVE









EXAMPLE


25
1.04
58
3.1
1.3
0.2
GI
EXAMPLE


26
0.88
49
3.4


CR
EXAMPLE


27
0.87
34
2.7


CR
COMPARATIVE









EXAMPLE


28
0.97
40
2.2
10.0 
0.3
GA
EXAMPLE


29
1.20
34
3.2


CR
EXAMPLE


30
0.89
42
3.7


CR
EXAMPLE


31
1.03
41
2.6


CR
EXAMPLE


32
1.25
32
2.2


CR
EXAMPLE


33





CR
COMPARATIVE









EXAMPLE


34
1.18
37
3.5
8.5
0.1
GA
EXAMPLE


35
1.21
39
3.6


CR
EXAMPLE


36
1.17
34
3.8


CR
COMPARATIVE









EXAMPLE


37
0.93
42
2.3
0.6
0.3
GI
EXAMPLE


38
1.14
49
2.2


CR
EXAMPLE


39
1.25
57
1.6


CR
EXAMPLE


40
0.95
37
3.7


CR
EXAMPLE


41
1.19
47
4.3
10.1 
0.1
GA
EXAMPLE


42
1.10

83


5.7



CR
COMPARATIVE









EXAMPLE


43
1.16
15
1.4
2.4
0.2
GI
EXAMPLE


44
1.03
32
2.4


CR
EXAMPLE


45





CR
COMPARATIVE









EXAMPLE


46
0.86
53
4.2


CR
EXAMPLE


47
0.96
39
3.3


CR
EXAMPLE


48

1.34

57
3.9


CR
COMPARATIVE









EXAMPLE


49
1.21
52
2.8
1.4
0.2
GI
EXAMPLE


50
1.12
32
2.3
12.1 
0.1
GA
EXAMPLE


51
1.00
61
2.9


CR
EXAMPLE


52
1.15
40
2.9


CR
EXAMPLE


53





CR
COMPARATIVE









EXAMPLE




















TABLE 19









RETAINED AUSTENITE
GALVANIZED LAYER















EXPERIMENT
SOLID-SOLUTION
PROPORTION OF
DENSITY
Fe
Al
HIGH-STRENGTH



EXAMPLE
CARBON CONTENT
INTERFACE
×1010
CONTENT
CONTENT
STEEL SHEET


No.
MASS %
%
PIECE/m2
MASS %
MASS %
SURFACE
NOTE













54
TEST STOPPED
X
COMPARATIVE





EXAMPLE














55
1.26
46
3.0


CR
EXAMPLE


56
0.88
44
1.9


CR
EXAMPLE


57
1.04

78

3.1


CR
COMPARATIVE









EXAMPLE


58
1.20
46
2.5


CR
EXAMPLE


59
1.19
37
2.9


CR
EXAMPLE


60
0.89
46
4.2
9.5
0.1
GA
EXAMPLE


61
0.81
41
2.9
7.4
0.1
GA
EXAMPLE


62
1.01
34
3.0


CR
EXAMPLE


63
1.09
36
6.3


CR
EXAMPLE


64
0.74
44
3.7


CR
EXAMPLE


65
0.94
68
3.3


CR
EXAMPLE


66
0.79
32
2.4


CR
COMPARATIVE









EXAMPLE


67
1.25
56
3.4
2.7
0.1
GI
EXAMPLE


68
0.98
57
4.2


CR
EXAMPLE


69
1.02

83

3.3


CR
COMPARATIVE









EXAMPLE


70
0.78
58
4.1
7.7
0.1
GA
EXAMPLE


71
1.04
45
3.8


CR
EXAMPLE


72
1.11
59
4.6


CR
EXAMPLE


73
1.11
39
4.0
8.1
0.1
GA
EXAMPLE


74
1.06
37
4.3


CR
EXAMPLE


75
1.03

84

3.7


CR
COMPARATIVE









EXAMPLE


76
1.21
55
2.0


CR
EXAMPLE


77
1.07
59
2.1
0.7
0.2
GI
EXAMPLE


78
1.17
62
1.4


CR
COMPARATIVE









EXAMPLE


79
0.71
51
2.9


CR
EXAMPLE


80
0.87
55
3.8


CR
EXAMPLE


81
0.85
38
2.6
0.2
0.3
GI
EXAMPLE


82
0.94
51
2.4


CR
EXAMPLE


83
1.03
38
3.3
12.7 
0.1
GA
EXAMPLE










84
TEST STOPPED
X
COMPARATIVE





EXAMPLE














85
1.08
48
1.7


CR
EXAMPLE


86
0.93
44
1.7


CR
EXAMPLE


87
0.86
64
1.3


CR
COMPARATIVE









EXAMPLE


88
1.16
47
4.1


CR
EXAMPLE


89
0.89
47
4.6


CR
EXAMPLE


90
0.96
41
3.8


CR
EXAMPLE


91





CR
COMPARATIVE









EXAMPLE


92
1.22
61

6.7



CR
COMPARATIVE









EXAMPLE


93





CR
COMPARATIVE









EXAMPLE










94
TEST STOPPED
X
COMPARATIVE





EXAMPLE














95





CR
COMPARATIVE









EXAMPLE










96
TEST STOPPED
X
COMPARATIVE





EXAMPLE


97
TEST STOPPED
X
COMPARATIVE





EXAMPLE














98
0.35
49
3.5


CR
COMPARATIVE









EXAMPLE










99
TEST STOPPED
X
COMPARATIVE





EXAMPLE














100
1.11
52
4.5


CR
COMPARATIVE









EXAMPLE


101
0.94
56
3.7


CR
COMPARATIVE









EXAMPLE


102
1.00
72
2.2


CR
EXAMPLE


103
0.99

89

2.0


CR
COMPARATIVE









EXAMPLE


104
0.97
57
2.9


CR
EXAMPLE


105
0.98

79

2.8


CR
COMPARATIVE









EXAMPLE


106
1.03

84

3.9


CR
COMPARATIVE









EXAMPLE









As for the high-strength galvanized steel sheets each having had the hot-dip galvanized layer formed thereon out of Experiment examples No. 1 to No. 101, each Fe content and each Al content in the galvanized layer were examined by the above-described method. These results are illustrated in Table 18 and Table 19. Further, as for galvanized steel sheets for tempering treatment each having had the hot-dip galvanized layer formed thereon before the tempering step, each Fe content and each Al content in the galvanized layer were examined in the same manner as the high-strength galvanized steel sheet. These results are illustrated in Table 20 and Table 21. In Table 18 to Table 21, “GI” means that the hot-dip galvanized layer was formed on the surface, “GA” means that the alloyed galvanized layer was formed on the surface, “EG” means that the electrogalvanized layer was formed on the surface, and “CR” means that no galvanized layer was formed on the surface.












TABLE 20









GALVANIZED



EXPER-
STEEL SHEET
LAYER











IMENT
SURFACE
Fe
Al



EXAM-
FOR
CON-
CON-


PLE
TEMPERING
TENT
TENT


No.
TREATMENT
MASS %
MASS %
NOTE














1
CR


EXAMPLE


2
CR


EXAMPLE


3
CR


EXAMPLE


4
CR


EXAMPLE


5
CR


EXAMPLE


6
CR


COMPARATIVE






EXAMPLE


7
CR


EXAMPLE


8
CR


EXAMPLE


9
CR


EXAMPLE


10
CR


EXAMPLE


11
CR


EXAMPLE


12
CR


COMPARATIVE






EXAMPLE


13
CR


EXAMPLE


14
CR


EXAMPLE


15
CR


COMPARATIVE






EXAMPLE


16
CR


EXAMPLE


17
CR


EXAMPLE


18
CR


COMPARATIVE






EXAMPLE


19
CR


EXAMPLE


20
CR


EXAMPLE


21
CR


COMPARATIVE






EXAMPLE


22
GA
7.9
0.2
EXAMPLE


23
CR


EXAMPLE


24
CR


COMPARATIVE






EXAMPLE


25
GI
1.2
0.2
EXAMPLE


26
CR


EXAMPLE


27
CR


COMPARATIVE






EXAMPLE


28
GI
0.2
0.3
EXAMPLE


29
CR


EXAMPLE


30
CR


EXAMPLE


31
CR


EXAMPLE


32
CR


EXAMPLE


33
CR


COMPARATIVE






EXAMPLE


34
GA
8.4
0.1
EXAMPLE


35
CR


EXAMPLE


36
CR


COMPARATIVE






EXAMPLE


37
CR


EXAMPLE


38
CR


EXAMPLE


39
CR


EXAMPLE


40
CR


EXAMPLE


41
GA
9.9
0.1
EXAMPLE


42
CR


COMPARATIVE






EXAMPLE


43
GI
2.2
0.2
EXAMPLE


44
CR


EXAMPLE


45
CR


COMPARATIVE






EXAMPLE


46
CR


EXAMPLE


47
CR


EXAMPLE


48
CR


COMPARATIVE






EXAMPLE


49
GI
1.4
0.2
EXAMPLE


50
GA
12.1 
0.1
EXAMPLE


51
CR


EXAMPLE


52
CR


EXAMPLE


53
CR


COMPARATIVE






EXAMPLE



















TABLE 21









GALVANIZED



EXPER-
STEEL SHEET
LAYER











IMENT
SURFACE
Fe
Al



EXAM-
FOR
CON-
CON-


PLE
TEMPERING
TENT
TENT


No.
TREATMENT
MASS %
MASS %
NOTE












54
TEST STOPPED
COMPARATIVE




EXAMPLE











55
CR


EXAMPLE


56
CR


EXAMPLE


57
CR


COMPARATIVE






EXAMPLE


58
CR


EXAMPLE


59
CR


EXAMPLE


60
GA
9.3
0.1
EXAMPLE


61
GA
7.1
0.1
EXAMPLE


62
CR


EXAMPLE


63
CR


EXAMPLE


64
CR


EXAMPLE


65
CR


EXAMPLE


66
CR


COMPARATIVE






EXAMPLE


67
GI
2.7
0.1
EXAMPLE


68
CR


EXAMPLE


69
CR


COMPARATIVE






EXAMPLE


70
GA
7.6
0.1
EXAMPLE


71
CR


EXAMPLE


72
CR


EXAMPLE


73
GA
8.1
0.1
EXAMPLE


74
CR


EXAMPLE


75
CR


COMPARATIVE






EXAMPLE


76
CR


EXAMPLE


77
GI
0.6
0.2
EXAMPLE


78
CR


COMPARATIVE






EXAMPLE


79
CR


EXAMPLE


80
CR


EXAMPLE


81
GI
0.2
0.3
EXAMPLE


82
CR


EXAMPLE


83
GA
12.5 
0.1
EXAMPLE









84
TEST STOPPED
COMPARATIVE




EXAMPLE











85
CR


EXAMPLE


86
CR


EXAMPLE


87
CR


COMPARATIVE






EXAMPLE


88
CR


EXAMPLE


89
CR


EXAMPLE


90
CR


EXAMPLE


91
CR


COMPARATIVE






EXAMPLE


92
CR


COMPARATIVE






EXAMPLE


93
CR


COMPARATIVE






EXAMPLE









94
TEST STOPPED
COMPARATIVE




EXAMPLE











95
CR


COMPARATIVE






EXAMPLE









96
TEST STOPPED
COMPARATIVE




EXAMPLE


97
TEST STOPPED
COMPARATIVE




EXAMPLE











98
CR


COMPARATIVE






EXAMPLE









99
TEST STOPPED
COMPARATIVE




EXAMPLE











100
CR


COMPARATIVE






EXAMPLE


101
CR


COMPARATIVE






EXAMPLE


102
CR


EXAMPLE


103
CR


COMPARATIVE






EXAMPLE


104
CR


EXAMPLE


105
CR


COMPARATIVE






EXAMPLE


106
CR


COMPARATIVE






EXAMPLE









There were examined a yield strength YS, a maximum tensile strength TS, hole expandability λ, ductility E1, and a Charpy impact property of the high-strength steel sheets and the high-strength galvanized steel sheets in Experiment examples No. 1 to No. 101 by the following methods. These results are illustrated in Table 22 to Table 25. Each underline in Table 22 to Table 25 indicates that the corresponding numerical value is outside the range of desired properties.


In a tensile test, a No. 5 test piece described in JIS Z 2201 was fabricated from the steel sheet, and by the method described in JIS Z2241, its yield strength YS, its maximum tensile strength TS, and its total elongation EL were found. A hole expansion test was performed by the method described in JIS Z 2256. The ductility (total elongation) E1 and the hole expandability λ change with the maximum tensile strength TS, but it is set that in the case of (Expression 11) and (Expression 12) below being satisfied, the strength, the ductility, and the hole expandability are good.

TS×E1≥1.5×104  (Expression 11)
(YS×TS)0.75×E1×λ0.5≥2.0×106  (Expression 12)


As for the Charpy impact property, three sheets each having the same size as that of an impact test piece defined in JIS Z 2242 were taken in a direction perpendicular to the rolling direction (C direction) and they were layered to be fastened by bolts, and then by the method defined in JIS Z 2242, its Charpy absorbed energy at 20° C. (vE20) and its Charpy absorbed energy at −20° C. (vE−20) were measured. It is set that the impact resistance is good when (Expression 13) below is satisfied and vE20 and vE−20 both are 20 J/cm2 or more.

(vE−20)/(vE20)≥0.65  (Expression 13)


Incidentally, as the value on the left side of (Expression 13) is closer to 1.0, the impact resistance is better, and the value of (Expression 13) is preferred to be 0.75 or more.















TABLE 22












HOLE



EXPER-




EXPAN-


IMENT




SION











EXAM-

TENSILE TEST
TEST














PLE
STEEL
YS
TS
EI
λ



No.
TYPE
MPa
MPa
%
%
NOTE
















1
A
685
967
24
53
EXAMPLE


2
A
450
872
29
47
EXAMPLE


3
A
702
1138
15
66
EXAMPLE


4
A
756
1115
20
48
EXAMPLE


5
A
493
751
23
52
EXAMPLE


6
A
852
1134
11
52
COMPARATIVE








EXAMPLE


7
B
903
1312
19
63
EXAMPLE


8
B
687
1049
20
53
EXAMPLE


9
B
589
963
27
41
EXAMPLE


10
B
675
995
24
44
EXAMPLE


11
B
882
1428
13
39
EXAMPLE


12
B
666
830
14
56
COMPARATIVE








EXAMPLE


13
C
531
788
22
39
EXAMPLE


14
C
622
781
19
67
EXAMPLE


15
C
528
896
17
15
COMPARATIVE








EXAMPLE


16
D
473
677
25
45
EXAMPLE


17
D
505
727
21
59
EXAMPLE


18
D
560
754
13
10
COMPARATIVE








EXAMPLE


19
E
530
822
20
41
EXAMPLE


20
E
685
996
18
51
EXAMPLE


21
E
582
904
29
36
COMPARATIVE








EXAMPLE


22
F
1027
1511
19
43
EXAMPLE


23
F
900
1491
17
58
EXAMPLE


24
F
712
1425
14
1
COMPARATIVE








EXAMPLE


25
G
418
618
27
46
EXAMPLE


26
G
714
958
18
64
EXAMPLE


27
G
611
681
15
18
COMPARATIVE








EXAMPLE


28
H
716
1034
24
45
EXAMPLE


29
H
662
1158
18
51
EXAMPLE


30
H
870
1020
17
58
EXAMPLE


31
I
664
1031
17
41
EXAMPLE


32
I
655
891
21
42
EXAMPLE


33
I
679
886
14
8
COMPARATIVE








EXAMPLE


34
J
529
807
23
38
EXAMPLE


35
J
368
637
39
58
EXAMPLE


36
J
342
568
27
14
COMPARATIVE








EXAMPLE


37
K
657
982
18
47
EXAMPLE


38
K
536
926
23
51
EXAMPLE


39
K
629
820
26
43
EXAMPLE


40
L
521
865
27
58
EXAMPLE


41
L
488
899
25
47
EXAMPLE


42
L
639
812
29
67
COMPARATIVE








EXAMPLE


43
M
509
791
25
57
EXAMPLE


44
M
590
733
21
63
EXAMPLE


45
M
434
716
16
47
COMPARATIVE








EXAMPLE


46
N
697
1007
21
46
EXAMPLE


47
N
573
968
19
51
EXAMPLE


48
N
475
768
15
46
COMPARATIVE








EXAMPLE


49
O
761
1047
27
62
EXAMPLE


50
O
1157
1494
14
63
EXAMPLE


51
O
685
1332
23
41
EXAMPLE


52
O
785
944
22
32
EXAMPLE


53
O
793
1542
8
59
COMPARATIVE








EXAMPLE






















TABLE 23












HOLE



EXPER-




EXPAN-


IMENT




SION











EXAM-

TENSILE TEST
TEST














PLE
STEEL
YS
TS
EI
λ



No.
TYPE
MPa
MPa
%
%
NOTE













54
O
TEST STOPPED
COMPARATIVE





EXAMPLE













55
P
586
835
23
41
EXAMPLE


56
P
820
1075
16
67
EXAMPLE


57
P
676
899
23
45
COMPARATIVE








EXAMPLE


58
Q
586
932
19
52
EXAMPLE


59
Q
610
1055
19
65
EXAMPLE


60
Q
683
1080
20
45
EXAMPLE


61
Q
755
1261
16
59
EXAMPLE


62
Q
729
1197
20
44
EXAMPLE


63
Q
671
1074
21
45
EXAMPLE


64
R
541
850
19
59
EXAMPLE


65
R
454
729
25
48
EXAMPLE


66
R
351
569
12
21
COMPARATIVE








EXAMPLE


67
S
602
931
23
48
EXAMPLE


68
S
683
1108
20
51
EXAMPLE


69
S
739
1133
18
42
COMPARATIVE








EXAMPLE


70
T
698
1182
25
55
EXAMPLE


71
T
596
1109
28
46
EXAMPLE


72
T
772
1032
31
56
EXAMPLE


73
U
655
1021
19
48
EXAMPLE


74
U
626
965
23
57
EXAMPLE


75
U
593
859
27
61
COMPARATIVE








EXAMPLE


76
V
402
597
32
47
EXAMPLE


77
V
502
752
29
48
EXAMPLE


78
V
335
565
20
14
COMPARATIVE








EXAMPLE


79
W
463
829
19
39
EXAMPLE


80
W
479
781
20
46
EXAMPLE


81
W
449
710
25
44
EXAMPLE


82
X
674
1020
23
57
EXAMPLE


83
X
537
812
22
47
EXAMPLE










84
X
TEST STOPPED
COMPARATIVE





EXAMPLE













85
Y
647
825
25
61
EXAMPLE


86
Y
556
742
29
65
EXAMPLE


87
Y
448
690
21
13
COMPARATIVE








EXAMPLE


88
Z
512
1031
28
49
EXAMPLE


89
Z
829
1303
19
38
EXAMPLE


90
Z
618
922
24
51
EXAMPLE


91
AA
469
667
17
62
COMPARATIVE








EXAMPLE


92
AB
815
1148
6
2
COMPARATIVE








EXAMPLE


93
AC
396
533
19
16
COMPARATIVE








EXAMPLE










94
AD
TEST STOPPED
COMPARATIVE





EXAMPLE













95
AE
368
460
11
29
COMPARATIVE








EXAMPLE










96
AF
TEST STOPPED
COMPARATIVE





EXAMPLE


97
AG
TEST STOPPED
COMPARATIVE





EXAMPLE













98
AH
730
1170
6
6
COMPARATIVE








EXAMPLE










99
AI
TEST STOPPED
COMPARATIVE





EXAMPLE













100
AJ
673
952
8
11
COMPARATIVE








EXAMPLE


101
AK
658
1071
5
12
COMPARATIVE








EXAMPLE


102
A
691
982
23
51
EXAMPLE


103
A
675
1007
23
37
COMPARATIVE








EXAMPLE


104
B
900
1328
18
58
EXAMPLE


105
B
879
1351
18
43
COMPARATIVE








EXAMPLE


106
E
552
846
21
29
COMPARATIVE








EXAMPLE



















TABLE 24







EXPERIMENT

IMPACT TEST














EXAMLE

(YS × TS)0.75 ×
vE20
vE-20
(vE-20)/



No.
TS × EI
EI × λ0.5
J/cm2
J/cm2
(vE20)
NOTE
















1
2.3 × 104
4.1 × 106
76
74
0.98
EXAMPLE


2
2.5 × 104
3.1 × 106
57
44
0.77
EXAMPLE


3
1.7 × 104
3.3 × 106
44
38
0.86
EXAMPLE


4
2.2 × 104
3.9 × 106
64
61
0.95
EXAMPLE


5
1.7 × 104
2.5 × 106
48
47
0.97
EXAMPLE


6

1.2 × 104

2.4 × 106
49
48
0.98
COMPARATIVE








EXAMPLE


7
2.5 × 104
5.4 × 106
82
75
0.92
EXAMPLE


8
2.1 × 104
3.6 × 106
49
49
1.01
EXAMPLE


9
2.6 × 104
3.6 × 106
72
71
0.98
EXAMPLE


10
2.4 × 104
3.7 × 106
66
61
0.92
EXAMPLE


11
1.9 × 104
3.1 × 106
66
62
0.94
EXAMPLE


12

1.2 × 104

2.1 × 106
43
44
1.02
COMPARATIVE








EXAMPLE


13
1.7 × 104
2.3 × 106
57
55
0.96
EXAMPLE


14
1.5 × 104
2.7 × 106
54
56
1.04
EXAMPLE


15
1.5 × 104

1.2 × 106

53
51
0.97
COMPARATIVE








EXAMPLE


16
1.7 × 104
2.3 × 106
56
53
0.94
EXAMPLE


17
1.5 × 104
2.4 × 106
52
50
0.97
EXAMPLE


18

9.8 × 103


6.8 × 105

36
36
1.01
COMPARATIVE








EXAMPLE


19
1.6 × 104
2.2 × 106
41
38
0.93
EXAMPLE


20
1.8 × 104
3.1 × 106
48
43
0.90
EXAMPLE


21
2.6 × 104
3.4 × 106
59
22

0.38

COMPARATIVE








EXAMPLE


22
2.9 × 104
5.5 × 106
66
58
0.88
EXAMPLE


23
2.5 × 104
5.1 × 106
51
47
0.93
EXAMPLE


24
2.0 × 104

4.5 × 105

40

19


0.48

COMPARATIVE








EXAMPLE


25
1.7 × 104
2.1 × 106
44
37
0.85
EXAMPLE


26
1.7 × 104
3.4 × 106
41
38
0.93
EXAMPLE


27

1.0 × 104

1.0 × 106
30
31
1.03
COMPARATIVE








EXAMPLE


28
2.5 × 104
4.1 × 106
69
70
1.01
EXAMPLE


29
2.1 × 104
3.3 × 106
52
54
1.03
EXAMPLE


30
1.7 × 104
3.7 × 106
49
45
0.91
EXAMPLE


31
1.8 × 104
2.6 × 106
46
42
0.92
EXAMPLE


32
1.9 × 104
2.9 × 106
76
76
1.00
EXAMPLE


33

1.2 × 104


8.6 × 105

45
25

0.56

COMPARATIVE








EXAMPLE


34
1.9 × 104
2.4 × 106
50
46
0.91
EXAMPLE


35
2.5 × 104
3.2 × 106
58
57
0.99
EXAMPLE


36
1.5 × 104

9.3 × 105

42
38
0.91
COMPARATIVE








EXAMPLE


37
1.8 × 104
2.8 × 106
47
46
0.97
EXAMPLE


38
2.1 × 104
3.1 × 106
60
57
0.95
EXAMPLE


39
2.1 × 104
3.3 × 106
79
77
0.97
EXAMPLE


40
2.3 × 104
3.6 × 106
51
50
0.99
EXAMPLE


41
2.2 × 104
2.9 × 106
57
52
0.91
EXAMPLE


42
2.4 × 104
4.6 × 106
58

12


0.21

COMPARATIVE








EXAMPLE


43
2.0 × 104
3.0 × 106
56
57
1.01
EXAMPLE


44
1.5 × 104
2.8 × 106
48
48
1.01
EXAMPLE


45

1.1 × 104


1.4 × 106

26
24
0.92
COMPARATIVE








EXAMPLE


46
2.1 × 104
3.5 × 106
52
44
0.85
EXAMPLE


47
1.8 × 104
2.8 × 106
54
51
0.94
EXAMPLE


48

1.2 × 104


1.5 × 106

34
28
0.83
COMPARATIVE








EXAMPLE


49
2.8 × 104
5.7 × 106
88
80
0.91
EXAMPLE


50
2.1 × 104
5.3 × 106
68
68
1.00
EXAMPLE


51
3.1 × 104
4.3 × 106
70
63
0.90
EXAMPLE


52
2.1 × 104
3.1 × 106
56
52
0.92
EXAMPLE


53

1.2 × 104

2.3 × 106
24
24
0.98
COMPARATIVE








EXAMPLE



















TABLE 25







EXPERIMENT

IMPACT TEST














EXAMPLE

(YS × TS)0.75 ×
vE20
vE-20
(vE-20)/



No.
TS × EI
EI × λ0.5
J/cm2
J/cm2
(vE20)
NOTE












54
TEST STOPPED
COMPARATIVE




EXAMPLE













55
1.9 × 104
2.7 × 106
55
53
0.96
EXAMPLE


56
1.7 × 104
3.8 × 106
53
52
0.98
EXAMPLE


57
2.1 × 104
3.4 × 106
66
42

0.63

COMPARATIVE








EXAMPLE


58
1.8 × 104
2.8 × 106
50
50
0.99
EXAMPLE


59
2.0 × 104
3.5 × 106
62
60
0.97
EXAMPLE


60
2.2 × 104
3.4 × 106
57
54
0.94
EXAMPLE


61
2.0 × 104
3.7 × 106
57
56
0.98
EXAMPLE


62
2.4 × 104
3.8 × 106
58
59
1.02
EXAMPLE


63
2.3 × 104
3.5 × 106
52
36
0.69
EXAMPLE


64
1.6 × 104
2.6 × 106
41
39
0.95
EXAMPLE


65
1.8 × 104
2.4 × 106
54
44
0.82
EXAMPLE


66

6.8 × 103


5.2 × 105

24
23
0.96
COMPARATIVE








EXAMPLE


67
2.1 × 104
3.3 × 106
57
52
0.92
EXAMPLE


68
2.2 × 104
3.7 × 106
47
39
0.84
EXAMPLE


69
2.0 × 104
3.2 × 106
58
31

0.53

COMPARATIVE








EXAMPLE


70
3.0 × 104
5.1 × 106
62
50
0.80
EXAMPLE


71
3.1 × 104
4.4 × 106
64
58
0.91
EXAMPLE


72
3.2 × 104
6.2 × 106
71
56
0.79
EXAMPLE


73
1.9 × 104
3.1 × 106
48
47
0.98
EXAMPLE


74
2.2 × 104
3.8 × 106
60
58
0.96
EXAMPLE


75
2.3 × 104
4.0 × 106
60
31

0.51

COMPARATIVE








EXAMPLE


76
1.9 × 104
2.4 × 106
56
53
0.94
EXAMPLE


77
2.2 × 104
3.1 × 106
71
65
0.91
EXAMPLE


78

1.1 × 104


6.8 × 105

41
38
0.93
COMPARATIVE








EXAMPLE


79
1.6 × 104
1.8 × 106
44
41
0.93
EXAMPLE


80
1.6 × 104
2.1 × 106
49
40
0.82
EXAMPLE


81
1.8 × 104
2.2 × 106
60
58
0.97
EXAMPLE


82
2.3 × 104
4.1 × 106
62
58
0.93
EXAMPLE


83
1.8 × 104
2.6 × 106
47
45
0.96
EXAMPLE









84
TEST STOPPED
COMPARATIVE




EXAMPLE













85
2.1 × 104
3.9 × 106
80
76
0.95
EXAMPLE


86
2.2 × 104
3.8 × 106
66
65
0.99
EXAMPLE


87

1.4 × 104


9.9 × 105

54
52
0.96
COMPARATIVE








EXAMPLE


88
2.9 × 104
3.8 × 106
64
58
0.91
EXAMPLE


89
2.5 × 104
3.9 × 106
55
48
0.87
EXAMPLE


90
2.2 × 104
3.6 × 106
53
51
0.97
EXAMPLE


91

1.1 × 104


1.8 × 106

38
36
0.95
COMPARATIVE








EXAMPLE


92

6.9 × 103


2.6 × 105


12


10

0.85
COMPARATIVE








EXAMPLE


93

1.0 × 104


7.5 × 105

35
28
0.81
COMPARATIVE








EXAMPLE









94
TEST STOPPED
COMPARATIVE




EXAMPLE













95

5.1 × 103


4.9 × 105

29
23
0.78
COMPARATIVE








EXAMPLE









96
TEST STOPPED
COMPARATIVE




EXAMPLE


97
TEST STOPPED
COMPARATIVE




EXAMPLE













98

7.0 × 103


4.1 × 105


17


13

0.79
COMPARATIVE








EXAMPLE









99
TEST STOPPED
COMPARATIVE




EXAMPLE













100

7.6 × 103


6.0 × 105


19


19

1.00
COMPARATIVE








EXAMPLE


101

5.4 × 103


4.2 × 105


13


11

0.86
COMPARATIVE








EXAMPLE


102
2.2 × 104
3.9 × 106
74
53
0.71
EXAMPLE


103
2.3 × 104
3.3 × 106
66
38

0.57

COMPARATIVE








EXAMPLE


104
2.4 × 104
4.9 × 106
77
65
0.84
EXAMPLE


105
2.4 × 104
4.2 × 106
62
34

0.54

COMPARATIVE








EXAMPLE


106
1.8 × 104
2.0 × 106
43
25

0.58

COMPARATIVE








EXAMPLE









Experiment example No. 91 is an example in which the content of C was small to fail to obtain the retained austenite, thus leading to deterioration in formability.


In Experiment example No. 92, C is contained excessively, and thus the fraction of the retained austenite becomes excessive, leading to deterioration in impact property.


Experiment example No. 93 is an example in which the contents of Si, Mn, and Al were small and the parameter Q0 was too small, to thus fail to obtain the retained austenite, leading to deterioration in properties.


Experiment example No. 94 is an example in which Si is contained excessively, and the test was stopped because the property of the slab deteriorated and the slab fractured in the casting step.


Experiment example No. 95 is an example in which the content of Mn was small, the hardenability became short, and the pearlite was generated, to thus fail to obtain the retained austenite, leading to deterioration in properties.


Experiment example No. 96 is an example in which Mn is contained excessively, and the test was stopped because the property of the slab deteriorated and the slab fractured during heating in the hot rolling step.


Experiment example No. 97 is an example in which P is contained excessively, and the test was stopped because the property of the slab deteriorated and the slab fractured during transfer from the casting step to the hot rolling step.


Experiment example No. 98 is an example in which S is contained excessively, and a large amount of coarse sulfide is generated in the steel, thus leading to great deterioration in formability and impact resistance of the steel sheet.


Experiment example No. 99 is an example in which Al is contained excessively, and the test was stopped because the property of the slab deteriorated and the slab fractured in the casting step.


Experiment example No. 100 is an example in which N is contained excessively, and a large amount of coarse nitrides are generated in the steel, thus leading to great deterioration in formability and impact resistance of the steel sheet.


Experiment example No. 101 is an example in which 0 is contained excessively, and a large amount of coarse oxide is generated in the steel, leading to great deterioration in formability and impact resistance of the steel sheet.


In Experiment example No. 84, the test was stopped because the slab heating temperature in the hot rolling step was low, the formability of the hot-rolled steel sheet was impaired greatly, and the steel sheet fractured in the cold rolling step.


In Experiment example No. 54, the test was stopped because the rolling completing temperature in the hot rolling step was low and the shape of the hot-rolled steel sheet was impaired greatly.


Experiment example No. 75 is an example in which the average cooling rate in the range of 850° C. to 700° C. in the hot rolling step is slow, the uneven arrangement of hard structures increases, and the proportion of interfaces of the retained austenite with the tempered martensite increases, leading to deterioration in impact property.


Experiment example No. 57 is an example in which the coil cooling rate in the hot rolling step is low, the uneven arrangement of hard structures increases, and the proportion of interfaces of the retained austenite with the tempered martensite increases, leading to deterioration in impact property.


Experiment examples No. 103 and No. 105 each are an example in which the coil cooling rate in the hot rolling step is high, the uneven arrangement of hard structures increases, and the proportion of interfaces of the retained austenite with the tempered martensite increases, leading to deterioration in impact property.


Experiment example No. 106 is an example in which the coiling tempered Tc in the hot rolling is high, the uneven arrangement of Mn increases, and the proportion of interfaces of the retained austenite with the tempered martensite increases, leading to deterioration in impact property.


Experiment example No. 42 is an example in which the average heating rate in the range of AC1 point to (AC1 point+25)° C. in the annealing step is low, the uneven arrangement of hard structures increases, the proportion of interfaces of the retained austenite with the tempered martensite increases and the retained austenite grains become coarse, thus leading to deterioration in impact property.


Experiment example No. 87 is an example in which the maximum heating temperature Tmax in the annealing step is low and a large amount of coarse carbide has remained unmelted, and thus the percentage of the total of the pearlite and the cementite increases, leading to deterioration in formability.


Experiment example No. 21 and Experiment example No. 69 each are an example in which the parameter Q1 relating to the maximum heating temperature Tmax and the retention time tmax in the annealing step is too large, the uneven arrangement of hard structures increases, and the proportion of interfaces of the retained austenite with the tempered martensite increases, leading to deterioration in impact property.


Experiment example No. 78 is an example in which the average cooling rate in the range of (maximum heating temperature−10° C.) to 650° C. (first cooling rate) in the annealing step is low and a large amount of soft pearlite is generated during cooling, leading to deterioration in the balance between strength and formability of the steel sheet.


Experiment example No. 36 is an example in which the average cooling rate in the range of 650° C. to 500° C. (second cooling rate) in the annealing step is low and a large amount of soft pearlite is generated during cooling, leading to deterioration in the balance between strength and formability of the steel sheet.


Experiment example No. 12 is an example in which the parameter Q2 relating to the average process temperature L and the process time TB of the bainite transformation step is too small and the bainite transformation did not progress sufficiently, and is an example in which neither tempered martensite nor retained austenite is obtained, leading to deterioration in formability.


Experiment example No. 45 is an example in which the parameter Q2 relating to the average process temperature Ti and the process time TB of the bainite transformation step is too large and the bainite transformation progressed sufficiently, resulting in that neither tempered martensite nor retained austenite is obtained, leading to deterioration in the balance between strength and formability.


Experiment example No. 27 is an example in which the average cooling rate from the bainite transformation step to the martensite transformation step, namely the third cooling rate is low, a large amount of lower bainite is generated, no tempered martensite is obtained, and the content of the fresh martensite is large, leading to deterioration in formability.


Experiment example No. 6 is an example in which the cooling stop temperature in the martensite transformation step fell below the Mf point, resulting in that no retained austenite is obtained, leading to deterioration in formability.


Experiment example No. 24 is an example in which the cooling stop temperature in the martensite transformation step exceeded the Mf point, and is an example in which no tempered martensite is obtained and a part of the austenite was transformed into the fresh martensite after the tempering treatment, thus leading to deterioration in the balance between strength and formability.


Experiment example No. 53 is an example in which excessive cold rolling was performed between the martensite transformation step and the tempering treatment step, and is an example in which the retained austenite formed in the martensite transformation step was transformed by rolling and after the tempering treatment, the retained austenite disappeared, leading to deterioration in the balance between strength and formability.


Experiment example No. 15 is an example in which the tempering temperature Ttem in the tempering treatment step fell below 200° C., the martensite was not tempered sufficiently, and a large amount of the fresh martensite remained, thus leading to deterioration in the balance between strength and formability and impact resistance.


Experiment example No. 18 is an example in which the parameter Q3 relating to the tempering temperature Ttem and the treatment time ttem in the tempering treatment step is too small, the martensite was not tempered sufficiently, and a large amount of the fresh martensite remained, thus leading to deterioration in the balance between strength and formability and impact resistance.


Experiment example No. 48 is an example in which the parameter Q4 relating to the tempering temperature Ttem and the treatment time ttem in the tempering treatment step is too large and the solid-solution C content in the retained austenite increases excessively, leading to deterioration in the balance between strength and formability.


Experiment examples No. 33 and No. 66 each are an example in which the parameter Q5 relating to the tempering temperature Ttem and the treatment time ttem in the tempering treatment step is too large and a large amount of pearlite is generated, leading to deterioration in the balance between strength and formability.


In Experiment examples No. 15, No. 18, No. 33, No. 48, and No. 66, it was possible to obtain a desired steel sheet for tempering treatment, but the subsequent tempering treatment is inappropriate, the microstructure is not controlled appropriately, and the property after the tempering becomes inferior.


Experiment examples No. 1 to No. 5, No. 7 to No. 11, No. 13, No. 14, No. 16, No. 17, No. 19, No. 20, No. 22, No. 23, No. 25, No. 26, No. 28 to No. 32, No. 34, No. 35, No. 37 to No. 41, No. 43, No. 44, No. 46, No. 47, No. 49 to No. 52, No. 55, No. 56, No. 58 to No. 62, No. 64, No. 65, No. 67, No. 68, No. 70 to No. 74, No. 76, No. 77, No. 79 to No. 83, No. 85, No. 86, No. 88 to No. 90, No. 102, and No. 104 each are in conformity with the present invention and an example in which the high-strength steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 29 is an example in which the softening treatment is performed between the hot rolling step and the cold rolling step and the high-strength steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 3 is an example in which the softening treatment is performed between the hot rolling step and the cold rolling step and the cold rolling is performed between the martensite transformation step and the tempering step and the high-strength steel sheet excellent in formability and impact resistance can be obtained.


Experiment examples No. 46 and No. 52 each are an example in which the cooling stop temperature before the bainite transformation step, namely the second cooling stop temperature is set to fall within the range of Ms* point or less and Mf* point or more, the cooling is stopped at the second cooling stop temperature, reheating is performed up to a temperature of 340 to 500° C. to then perform the bainite transformation process, and a part of the microstructure is transformed into martensite before the bainite transformation. Experiment examples No. 46 and No. 52 each are an example in which the high-strength steel sheet having a particularly excellent impact resistance can be obtained.


Experiment examples No. 4, No. 9, No. 10, No. 17, No. 19, No. 30, and No. 79 each are an example in which the cold rolling is performed between the martensite transformation step and the tempering step and the high-strength steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 2 is an example in which the cold rolling is performed between the martensite transformation step and the tempering step and the electrogalvanizing is performed after the tempering treatment, and thereby the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment examples No. 25, No. 43, No. 49, and No. 67 each are an example in which between the annealing step and the bainite transformation step, the steel sheet is immersed in the galvanizing bath and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment examples No. 77 and No. 81 each are an example in which between the bainite transformation step and the martensite transformation step, the steel sheet is immersed in the galvanizing bath and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 37 is an example in which in the tempering treatment step, the steel sheet is immersed in the galvanizing bath and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 50 is an example in which between the annealing step and the bainite transformation step, the steel sheet is immersed in the galvanizing bath, and then immediately, is subjected to the alloying treatment and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment examples No. 22 and No. 83 each are an example in which between the annealing step and the bainite transformation step, the steel sheet is immersed in the galvanizing bath, and then immediately, is subjected to the alloying treatment, the coating film made of the composite oxide containing phosphorus oxide and phosphorus is applied on the galvanized layer after the tempering treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 60 is an example in which between the hot rolling step and the cold rolling step, the softening treatment is performed, between the annealing step and the bainite transformation step, the steel sheet is immersed in the galvanizing bath, and then immediately, is subjected to the alloying treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment examples No. 34, No. 41, and No. 73 each are an example in which between the bainite transformation step and the martensite transformation step, the steel sheet is immersed in the galvanizing bath, and then immediately, is subjected to the alloying treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 13 is an example in which in the tempering step, the steel sheet is immersed in the galvanizing bath, and further is subjected to the alloying treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 70 is an example in which between the annealing step and the bainite transformation step, the steel sheet is immersed in the galvanizing bath, between the bainite transformation step and the martensite transformation step, the steel sheet is subjected to the alloying treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 61 is an example in which between the annealing step and the bainite transformation step, the steel sheet is immersed in the galvanizing bath, the cooling stop temperature before the bainite transformation step, namely the second cooling stop temperature is set to fall within the range of Ms* point or less and Mf* point or more, between the bainite transformation step and the martensite transformation step, the steel sheet is subjected to the alloying treatment, and the high-strength steel sheet having a particularly excellent impact resistance can be obtained.


Experiment example No. 28 is an example in which between the bainite transformation step and the martensite transformation step, the steel sheet is immersed in the galvanizing bath, and in the tempering treatment step, is subjected to the alloying treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


Experiment example No. 65 is an example in which between the martensite transformation step and the tempering step, the steel sheet is subjected to the electrogalvanizing treatment, and in the tempering treatment step, subjected to the alloying treatment, and the high-strength galvanized steel sheet excellent in formability and impact resistance can be obtained.


INDUSTRIAL APPLICABILITY

The present invention can be utilized for industries relating to a high-strength steel sheet and a high-strength galvanized steel sheet such as automobile steel sheets, for example.

Claims
  • 1. A high-strength steel sheet, comprising: a chemical composition represented by, in mass %,C: 0.075 to 0.400%,Si: 0.01 to 2.50%,Mn: 0.50 to 3.50%,P: 0.1000% or less,S: 0.0100% or less,Al: 2.000% or less,N: 0.0100% or less,O: 0.0100% or less,Ti: 0.000 to 0.200%,Nb: 0.000 to 0.100%,V: 0.000 to 0.500%,Cr: 0.00 to 2.00%,Ni: 0.00 to 2.00%,Cu: 0.00 to 2.00%,Mo: 0.00 to 1.00%,B: 0.0000 to 0.0100%,W: 0.00 to 2.00%,one type or two types or more selected from the group consisting of Ca, Ce, Mg, Zr, La, and REM: 0.0000 to 0.0100% in total,a balance: Fe and impurities, anda parameter Q0 expressed by (Expression 1): 0.35 or more; anda microstructure represented by, in a ⅛ thickness to ⅜ thickness range with ¼ thickness of a sheet thickness from a surface being a middle, in volume fraction,ferrite: 85% or less,bainite: 3% or more and 95% or less,tempered martensite: 1% or more and 80% or less,retained austenite: 1% or more and 25% or less,pearlite and coarse cementite: 5% or less in total, andfresh martensite: 5% or less, whereina solid-solution carbon content in the retained austenite is 0.70 to 1.30 mass %, andin all grain boundaries of retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more, a proportion of interfaces with the tempered martensite or the fresh martensite is 75% or less, Q0=Si+0.1Mn+0.6Al  (Expression 1)wherein Si, Mn, and Al are set to the contents of the respective elements in mass %.
  • 2. The high-strength steel sheet according to claim 1, further containing: in mass %,one type or two types or more selected from the group consisting ofTi: 0.001 to 0.200%,Nb: 0.001 to 0.100%, andV: 0.001 to 0.500%.
  • 3. The high-strength steel sheet according to claim 1, further containing: in mass %,one type or two types or more selected from the group consisting ofCr: 0.01 to 2.00%,Ni: 0.01 to 2.00%,Cu: 0.01 to 2.00%,Mo: 0.01 to 1.00%,B: 0.0001 to 0.0100%, andW: 0.01 to 2.00%.
  • 4. The high-strength steel sheet according to claim 1, further containing: in mass %,0.0001 to 0.0100% in total of one type or two types or more selected from the group consisting of Ca, Ce, Mg, Zr, La, and REM.
  • 5. The high-strength steel sheet according to claim 1, wherein a density of the retained austenite grains having an aspect ratio of 2.50 or less and a circle-equivalent diameter of 0.80 μm or more is 5.0×1010 piece/m2 or less.
  • 6. A high-strength galvanized steel sheet, comprising: a galvanized layer formed on a surface of the high-strength steel sheet according to claim 1.
  • 7. The high-strength galvanized steel sheet according to claim 6, wherein an Fe content in the galvanized layer is 3.0 mass % or less.
  • 8. The high-strength galvanized steel sheet according to claim 6, wherein an Fe content in the galvanized layer is 7.0 mass % or more and 13.0 mass % or less.
Priority Claims (1)
Number Date Country Kind
JP2016-062645 Mar 2016 JP national
PCT Information
Filing Document Filing Date Country Kind
PCT/JP2017/011883 3/23/2017 WO 00
Publishing Document Publishing Date Country Kind
WO2017/164346 9/28/2017 WO A
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Related Publications (1)
Number Date Country
20190003009 A1 Jan 2019 US