HIGH-STRENGTH STEEL SHEET AND PRODUCTION METHOD FOR SAME, AND PRODUCTION METHOD FOR HIGH-STRENGTH GALVANIZED STEEL SHEET

Abstract
Disclosed is a high-strength steel sheet having a predetermined chemical composition, satisfying the condition that Mn content divided by B content equals 2100 or less, and a steel microstructure that contains, by area, 25-80% of ferrite and bainitic ferrite in total, 3-20% of martensite, and that contains, by volume, 10% or more of retained austenite, in which the retained austenite has a mean grain size of 2 μm or less, a mean Mn content in the retained austenite in mass % is at least 1.2 times the Mn content in the steel sheet in mass %, and an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains accounts for 60% or more by area of the entire retained austenite.
Description
TECHNICAL FIELD

This disclosure relates to a high-strength steel sheet with excellent formability which is mainly suitable for automobile structural members and a method for manufacturing the same, and in particular, to provision of a high-strength steel sheet that has a tensile strength (TS) of 780 MPa or more and that is excellent not only in ductility, but also in stretch flangeability and stability as a material.


BACKGROUND

In order to secure passenger safety upon collision and to improve fuel efficiency by reducing the weight of automotive bodies, high-strength steel sheets having a tensile strength (TS) of 780 MPa or more, and reduced in thickness, have been increasingly applied to automobile structural members. Further, in recent years, examination has been made of applications of ultra-high-strength steel sheets with 980 MPa and 1180 MPa grade TS.


In general, however, strengthening of steel sheets leads to deterioration in formability. It is thus difficult to achieve both increased strength and excellent formability. Therefore, it is desirable to develop steel sheets with increased strength and excellent formability.


In addition, strengthening of steel sheets and reducing the thickness significantly deteriorates the shape fixability of the steel sheets. To address this problem, a press mold design is widely used that takes into consideration the amount of geometric change after release from the press mold as predicted at the time of press forming.


However, the amount of geometric change is predicted on the basis of TS, and accordingly increased variation in TS of steel sheets results in the predicted value of geometric change deviating more markedly from the amount of actual geometric change, inducing malformation. Such steel sheets suffering malformation require adjustments after subjection to press forming, such as sheet metal working on individual steel sheets, significantly decreasing mass production efficiency. Accordingly, there is a demand for minimizing variation in TS of steel sheets.


To meet this demand, for example, JP2004218025A (PTL 1) describes a high-strength steel sheet with excellent workability and shape fixability comprising: a chemical composition containing, in mass %, C: 0.06% or more and 0.60% or less, Si+Al: 0.5% or more and 3.0% or less, Mn: 0.5% or more and 3.0% or less, P: 0.15% or less, and S: 0.02% or less; and a microstructure that contains tempered martensite: 15% or more by area to the entire microstructure, ferrite: 5% or more and 60% or less by area to the entire microstructure, and retained austenite: 5% or more by volume to the entire microstructure, and that may contain bainite and/or martensite, wherein a ratio of the retained austenite transforming to martensite upon application of a 2% strain is 20% to 50%.


JP2011195956A (PTL 2) describes a high-strength thin steel sheet with excellent elongation and hole expansion formability, comprising: a chemical composition containing, in mass %, C: 0.05% or more and 0.35% or less, Si: 0.05% or more and 2.0% or less, Mn: 0.8% or more and 3.0% or less, P: 0.0010% or more and 0.1000% or less, S: 0.0005% or more and 0.0500% or less, and Al: 0.01% or more and 2.00% or less, and the balance consisting of iron and incidental impurities; and a metallographic structure that includes a dominant phase of ferrite, bainite, or tempered martensite, and retained austenite in an amount of 3% or more and 30% or less, wherein at a phase interface at which the austenite comes in contact with ferrite, bainite, and martensite, austenite grains that satisfy Cgb/Cgc>1.3 are present in an amount of 50% or more, where Cgc is a central carbon concentration and Cgb is a carbon concentration at grain boundaries of austenite grains.


JP201090475A (PTL 3) describes “a high-strength steel sheet comprising a chemical composition containing, in mass %, C: more than 0.17% and 0.73% or less, Si: 3.0% or less, Mn: 0.5% or more and 3.0% or less, P: 0.1% or less, S: 0.07% or less, Al: 3.0% or less, and N: 0.010% or less, where Si+Al is 0.7% or more, and the balance consisting of Fe and incidental impurities; and a microstructure that contains martensite: 10% or more and 90% or less by area to the entire steel sheet microstructure, retained austenite content: 5% or more and 50% or less, and bainitic ferrite in upper bainite: 5% or more by area to the entire steel sheet microstructure, wherein the steel sheet satisfies conditions that 25% or more of the martensite is tempered martensite, a total of the area ratio of the martensite to the entire steel sheet microstructure, the retained austenite content, and the area ratio of the bainitic ferrite in upper bainite to the entire steel sheet microstructure is 65% or more, and an area ratio of polygonal ferrite to the entire steel sheet microstructure is 10% or less, and wherein the steel sheet has a mean carbon concentration of 0.70% or more in the retained austenite and has a tensile strength (TS) of 980 MPa or more.


JP2008174802A (PTL 4) describes a high-strength cold-rolled steel sheet with a high yield ratio and having a tensile strength of 980 MPa or more, the steel sheet comprising, on average, a chemical composition that contains, by mass %, C: more than 0.06% and 0.24% or less, Si: 0.3% or less, Mn: 0.5% or more and 2.0% or less, P 0.06% or less, S: 0.005% or less, Al: 0.06% or less, N 0.006% or less, Mo: 0.05% or more and 0.50% or less, Ti: 0.03% or more and 0.2% or less, and V: more than 0.15% and 1.2% or less, and the balance consisting of Fe and incidental impurities, wherein the contents of C, Ti, Mo, and V satisfy 0.8≦(C/12)/{(Ti/48)+(Mo/96)+(V/51)}≦1.5, and wherein an area ratio of ferrite phase is 95% or more, and carbides containing Ti, Mo, and V with a mean grain size of less than 10 nm are diffused and precipitated, where Ti, Mo, and V contents represented by atomic percentage satisfy V/(Ti+Mo+V)≧0.3.


JP2010275627A (PTL 5) describes a high-strength steel sheet with excellent workability comprising a chemical composition containing, in mass %, C: 0.05% or more and 0.30% or less, Si: 0.01% or more and 2.50% or less, Mn: 0.5% or more and 3.5% or less, P: 0.003% or more and 0.100%, S: 0.02% or less, and Al: 0.010% to 1.500%, where Si+Al: 0.5% to 3.0%, and the balance consisting of Fe and incidental impurities; and a metallic structure that contains, by area, ferrite: 20% or more, tempered martensite: 10% or more and 60% or less, and martensite: 0% to 10%, and that contains, by volume, retained austenite: 3% to 10%, where a ratio m/f of a Vickers hardness (m) of the tempered martensite to a Vickers hardness (f) of the ferrite is 3.0 or less.


JP201132549A (PTL 6) describes a high-strength hot-dip galvanized steel strip that is excellent in formability and that is reduced in material property variation in the steel strip, the steel sheet comprising a chemical composition containing, in mass %, C: 0.05% or more and 0.2% or less, Si: 0.5% or more and 2.5% or less, Mn: 1.5% or more and 3.0% or less, P: 0.001% or more and 0.05% or less, S: 0.0001% or more and 0.01% or less, Al: 0.001% or more and 0.1% or less, and N: 0.0005% or more and 0.01% or less, and the balance consisting of Fe and incidental impurities; and a microstructure that contains ferrite and martensite, wherein the ferrite phase accounts for 50% or more by area of the entire microstructure and the martensite accounts for 30% or more and 50% or less by area of the entire microstructure, and wherein the difference between the highest tensile strength and the lowest tensile strength is 60 MPa or less in the steel strip.


CITATION LIST
Patent Literature

PTL 1: JP2004218025A


PTL 2: JP2011195956A


PTL 3: JP201090475A


PTL 4: JP2008174802A


PTL 5: JP2010275627A


PTL 6: JP201132549A


SUMMARY
Technical Problem

However, although PTL 1 teaches the high-strength steel sheet is excellent in workability and shape fixability, PTL 2 teaches the high-strength thin steel sheet is excellent in elongation and hole expansion formability, and PTL 3 teaches the high-strength steel sheet is excellent in workability, in particular ductility and stretch flangeability, none of these documents consider the stability of the steel sheet as a material, namely variation of TS.


The high-strength cold-rolled steel sheet with a high yield ratio described in PTL 4 uses expensive elements, Mo and V, which results in increased costs. Further, the steel sheet has a low elongation (EL) as low as approximately 19%.


The high-strength steel sheet described in PTL 5 exhibits, for example, TS×EL of approximately 24000 MPa·% with a TS of 980 MPa or more, which remain, although may be relatively high when compared to general-use material, insufficient in terms of elongation (EL) to meet the ongoing requirements for steel sheets.


While PTL 6 teaches a technique for providing a high-strength hot-dip galvanizing steel strip that is reduced in material property variation in the steel strip and is excellent in formability, this technique does not make use of retained austenite, and the problem of low EL remains to be solved.


It could thus be helpful to provide a high-strength steel sheet that has a tensile strength (TS) of 780 MPa or more and that is excellent not only in ductility, but also in stretch flangeability and stability as a material, and a production method therefor. As used herein, “excellent in stability as a material” refers to a case where ΔTS, which is the amount of variation of TS upon the annealing temperature during annealing treatment changing by 40° C. (±20° C.), is 40 MPa or less (preferably 29 MPa or less), and ΔEL, which is the amount of variation of EL upon the annealing temperature changing by 40° C., is 3% or less (preferably 1.8% or less).


Solution to Problem

As a result of intensive studies made to solve the above problems, we discovered the following.


A slab is heated to a predetermined temperature, and subjected to hot rolling to obtain a hot-rolled sheet. After the hot rolling, the hot-rolled sheet is optionally subjected to heat treatment for softening. The hot-rolled sheet is then subjected to cold rolling, followed by first annealing treatment at an austenite single phase region, and subsequent cooling where boron (B) added to the slab is used to suppress ferrite transformation and pearlite transformation.


Subsequently, a single phase of martensite, a single phase of bainite, or a mixed phase of martensite and bainite is caused to be dominantly present in the microstructure of the steel sheet before subjection to second annealing, and as a result, non-polygonal ferrite and bainitic ferrite are produced in large amounts during the cooling and retaining process after the second annealing.


The large amounts of non-polygonal ferrite and bainitic ferrite thus produced may ensure the formation of proper amounts of fine retained austenite. This enables the provision of a microstructure in which ferrite and bainitic ferrite are dominantly present and which contains fine retained austenite, and thus the production of a high-strength steel sheet that has a TS of 780 MPa or more and that is excellent not only in ductility, but also in stretch flangeability and stability as a material.


As used herein, “excellent in EL (total elongation)” means EL≧34% for TS 780 MPa grade, EL≧27% for TS 980 MPa grade, and EL≧23% for TS 1180 MPa grade.


Specifically, the primary features of this disclosure are as described below.


1. A high-strength steel sheet comprising: a chemical composition containing (consisting of), in mass %, C: 0.08% or more and 0.35% or less, Si: 0.50% or more and 2.50% or less, Mn: 1.60% or more and 3.00% or less, P: 0.001% or more and 0.100% or less, S: 0.0001% or more and 0.0200% or less, N: 0.0005% or more and 0.0100% or less, Ti: 0.005% or more and 0.100% or less, and B: 0.0001% or more and 0.0050% or less, and the balance consisting of Fe and incidental impurities, wherein the Mn content divided by the B content equals 2100 or less; a steel microstructure that contains, by area, 25% or more and 80% or less of ferrite and bainitic ferrite in total, and 3% or more and 20% or less of martensite, and that contains, by volume, 10% or more of retained austenite, wherein the retained austenite has a mean grain size of 2 μm or less, a mean Mn content in the retained austenite in mass % is at least 1.2 times the Mn content in the steel sheet in mass %, and an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains accounts for 60% or more by area of the entire retained austenite.


2. The high-strength steel sheet according to 1., wherein the chemical composition further contains, in mass %, at least one element selected from the group consisting of Al: 0.01% or more and 1.00% or less, Nb: 0.005% or more and 0.100% or less, Cr: 0.05% or more and 1.00% or less, Cu: 0.05% or more and 1.00% or less, Sb: 0.0020% or more and 0.2000% or less, Sn: 0.0020% or more and 0.2000% or less, Ta: 0.0010% or more and 0.1000% or less, Ca: 0.0003% or more and 0.0050% or less, Mg: 0.0003% or more and 0.0050% or less, and REM: 0.0003% or more and 0.0050% or less.


3. A production method for a high-strength steel sheet, the method comprising: heating a steel slab having the chemical composition as recited in 1. or 2. to 1100° C. or higher and 1300° C. or lower; hot rolling the steel slab with a finisher delivery temperature of 800° C. or higher and 1000° C. or lower to obtain a steel sheet; coiling the steel sheet at a mean coiling temperature of 450° C. or higher and 700° C. or lower; subjecting the steel sheet to pickling treatment; optionally, retaining the steel sheet at a temperature of 450° C. or higher and Ac1 transformation temperature or lower for 900 s or more and 36000 s or less; cold rolling the steel sheet at a rolling reduction of 30% or more; subjecting the steel sheet to first annealing treatment whereby the steel sheet is heated to a temperature of 820° C. or higher and 950° C. or lower; cooling the steel sheet to a first cooling stop temperature at or below Ms; subjecting the steel sheet to second annealing treatment whereby the steel sheet is reheated to a temperature of 740° C. or higher and 840° C. or lower; cooling the steel sheet to a temperature in a second cooling stop temperature range of 300° C. to 550° C. at a mean cooling rate of 10° C./s or higher and 50° C./s or lower; and retaining the steel sheet at the second cooling stop temperature range for 10 s or more, to produce the high-strength steel sheet as recited in 1. or 2.


4. The production method for a high-strength steel sheet according to 3., the method further comprising after the retaining at the second cooling stop temperature range, subjecting the steel sheet to third annealing treatment whereby the steel sheet is heated to a temperature of 100° C. or higher and 300° C. or lower.


5. A production method for a high-strength galvanized steel sheet, the method comprising subjecting the high-strength steel sheet as recited in 1. or 2. to galvanizing treatment.


Advantageous Effect of Invention

According to the disclosure, it becomes possible to effectively produce a high-strength steel sheet that has a TS of 780 MPa or more, and that is excellent not only in ductility, but also in stretch flangeability and stability as a material. Also, a high-strength steel sheet produced by the method according to the disclosure is highly beneficial in industrial terms, because it can improve fuel efficiency when applied to, e.g., automobile structural members by a reduction in the weight of automotive bodies.







DETAILED DESCRIPTION

The following describes one of the embodiments according to the disclosure.


According to the disclosure, a slab is heated to a predetermined temperature and hot-rolled to obtain a hot-rolled sheet. After the hot rolling, optionally, the hot-rolled sheet is subjected to heat treatment for softening. The hot-rolled sheet is then subjected to cold rolling, followed by first annealing treatment at an austenite single phase region, after which cooling is performed to suppress ferrite transformation and pearlite transformation by using B added to the slab. As a result of the cooling, and before subjection to second annealing, the steel sheet has a microstructure in which a single phase of martensite, a single phase of bainite, or a mixed phase of martensite and bainite is dominantly present. With the microstructure thus obtained, ferrite and bainitic ferrite can be produced in large amounts during the cooling and retaining process after second annealing. Further, a proper amount of fine retained austenite can be contained in the microstructure. A high-strength steel sheet with such microstructure containing fine retained austenite in which ferrite and bainitic ferrite are dominantly present has a TS of 780 MPa or more, and is excellent not only in ductility, but also in stretch flangeability and stability as a material.


As used herein, “ferrite” is mainly composed of acicular ferrite when referring to it simply as “ferrite” as in this embodiment, yet may include polygonal ferrite and/or non-recrystallized ferrite. To ensure good ductility, however, the area ratio of non-recrystallized ferrite to said ferrite is preferably limited to less than 5%.


Firstly, the following explains appropriate compositional ranges for steel according to the disclosure and the reasons for the limitations placed thereon.


C: 0.08 Mass % or More and 0.35 Mass % or Less

C is an element that is important for increasing the strength of steel, and has a high solid solution strengthening ability. When martensite is used for structural strengthening, C is essential for adjusting the area ratio and hardness of martensite.


When the C content is below 0.08 mass %, the area ratio of martensite does not increase as required for hardening of martensite, and the steel sheet does not have a sufficient strength. If the C content exceeds 0.35 mass %, however, the steel sheet may be made brittle or susceptible to delayed fracture.


Therefore, the C content is 0.08 mass % or more and 0.35 mass % or less, preferably 0.12 mass % or more and 0.30 mass % or less, and more preferably 0.17 mass % or more and 0.26 mass % or less.


Si: 0.50 Mass % or More and 2.50 Mass % or Less


Si is an element useful for suppressing formation of carbides resulting from decomposition of retained austenite. Si also exhibits a high solid solution strengthening ability in ferrite, and has the property of purifying ferrite by facilitating solute C diffusion from ferrite to austenite to improve the ductility of the steel sheet. Additionally, Si dissolved in ferrite improves strain hardenability and increases the ductility of ferrite itself. Such Si may also reduce variation of TS and EL. To obtain this effect, the Si content needs to be 0.50 mass % or more.


If the Si content exceeds 2.50 mass %, however, an abnormal microstructure develops, degrading the ductility of the steel sheet and the stability as a material. Therefore, the Si content is 0.50 mass % or more and 2.50 mass % or less, preferably 0.80 mass % or more and 2.00 mass % or less, and more preferably 1.20 mass % or more and 1.80 mass % or less.


Mn: 1.60 Mass % or More and 3.00 Mass % or Less


Mn is effective in guaranteeing the strength of the steel sheet. Mn also improves hardenability to facilitate formation of a multi-phase microstructure. Furthermore, Mn has the effect of suppressing formation of pearlite and bainite during a cooling process and facilitating austenite to martensite transformation. To obtain this effect, the Mn content needs to be 1.60 mass % or more.


If the Mn content exceeds 3.00 mass %, however, Mn segregation becomes significant in the sheet thickness direction, leading to deterioration of the stability of the steel sheet as a material. Therefore, the Mn content is 1.60 mass % or more and 3.00 mass % or less, preferably 1.60 mass % or more and less than 2.5 mass %, and more preferably 1.80 mass % or more and 2.40 mass % or less.


P: 0.001 Mass % or More and 0.100 Mass % or Less


P is an element that has a solid solution strengthening effect and can be added depending on a desired strength. P also facilitates ferrite transformation, and thus is an element effective in forming a multi-phase microstructure. To obtain this effect, the P content needs to be 0.001 mass % or more.


If the P content exceeds 0.100 mass %, however, weldability degrades and, when a galvanized layer is subjected to alloying treatment, the alloying rate decreases, impairing galvanizing quality. Therefore, the P content is 0.001 mass % or more and 0.100 mass % or less, and preferably 0.005 mass % or more and 0.050 mass % or less.


S: 0.0001 Mass % or More and 0.0200 Mass % or Less


S segregates to grain boundaries and makes the steel brittle during hot working. S also forms sulfides to reduce local deformability. Thus, the S content in steel needs to be 0.0200 mass % or less.


Under manufacturing constraints, however, the S content is necessarily 0.0001 mass % or more. Therefore, the S content is 0.0001 mass % or more and 0.0200 mass % or less, and preferably 0.0001 mass % or more and 0.0050 mass % or less.


N: 0.0005 Mass % or More and 0.0100 Mass % or Less


N is an element that deteriorates the anti-aging property of steel. Smaller N contents are more preferable since deterioration of the anti-aging property becomes more pronounced particularly when the N content exceeds 0.0100 mass %.


Under manufacturing constraints, however, the N content is necessarily 0.0005 mass % or more. Therefore, the N content is 0.0005 mass % or more and 0.0100 mass % or less, and preferably 0.0005 mass % or more and 0.0070 mass % or less.


Ti: 0.005 Mass % or More and 0.100 Mass % or Less


Ti causes segregation of N as TiN, and thus suppresses segregation of BN when B is added to steel, making it possible to effectively obtain the addition effect of B as described below. Ti also forms segregates with C, S, N, and the like, and effectively contributes to improvement in strength and ductility. To obtain this effect, the Ti content needs to be 0.005 mass % or more.


On the other hand, a Ti content above 0.100 mass % causes excessive strengthening by precipitation, leading to a reduction in ductility. Therefore, the Ti content is 0.005 mass % or more and 0.100 mass % or less, and preferably 0.010 mass % or more and 0.080 mass % or less.


B: 0.0001 Mass % or More and 0.0050 Mass % or Less


B is one of the very important elements to be added to steel for the disclosure. The reason is as follows. B may suppress ferrite-pearlite-bainite transformation during the cooling process after the first annealing treatment so that a single phase of martensite, a single phase of bainite, or a mixed phase of martensite and bainite is dominantly present in the microstructure of the steel sheet before subjection to second annealing treatment. As a result, it becomes possible to eventually obtain a desired volume fraction of stable retained austenite and uniform distribution of fine retained austenite in the microstructure, and thus improved ductility and stability as a material. Therefore, the B content is 0.0001 mass % or more and 0.0050 mass % or less, and preferably 0.0005 mass % or more and 0.0030 mass % or less.


Mn Content/B Content ≦2100


This is one of the very important controllable factors for the disclosure. In particular, for a chemical composition low in Mn content, ferrite-pearlite-bainite transformation progresses during the cooling process after the first annealing treatment, and ferrite, pearlite, and bainite are contained in the microstructure of the steel sheet before subjection to second annealing treatment. Therefore, according to the disclosure, to suppress ferrite-pearlite-bainite transformation during the cooling process after the first annealing treatment by making use of B so as to ensure good ductility and stability of as a material, it is necessary to set the Mn content in steel and the B content in steel so that the Mn content divided by the B content equals 2100 or less. Preferably, the Mn content divided by the B content equals 2000 or less. No lower limit is particularly placed on the solution of Mn content/B content, yet a preferred lower limit is approximately 300.


In addition to the above components, at least one element selected from the group consisting of the following may also be included: Al: 0.01 mass % or more and 1.00 mass % or less, Nb: 0.005 mass % or more and 0.100 mass % or less, Cr: 0.05 mass % or more and 1.00 mass % or less, Cu: 0.05 mass % or more and 1.00 mass % or less, Sb: 0.0020 mass % or more and 0.2000 mass % or less, Sn: 0.0020 mass % or more and 0.2000 mass % or less, Ta: 0.0010 mass % or more and 0.1000 mass % or less, Ca: 0.0003 mass % or more and 0.0050 mass % or less, Mg: 0.0003 mass % or more and 0.0050 mass % or less, and REM: 0.0003 mass % or more and 0.0050 mass % or less, either alone or in combination. The remainder other than the aforementioned elements, of the chemical composition of the steel sheet, is Fe and incidental impurities.


Al: 0.01 Mass % or More and 1.00 Mass % or Less


Al is an element effective in forming ferrite and improving the balance between strength and ductility. To obtain this effect, the Al content is 0.01 mass % or more. If the Al content exceeds 1.00 mass %, however, surface characteristics deteriorate. Therefore, the Al content is 0.01 mass % or more and 1.00 mass % or less, and preferably 0.03 mass % or more and 0.50 mass % or less.


Nb forms fine precipitates during hot rolling or annealing and increases strength. To obtain this effect, the Nb content needs to be 0.005 mass % or more. On the other hand, an Nb content above 0.100 mass % deteriorates formability. Therefore, when Nb is added to steel, the Nb content is 0.005 mass % or more and 0.100 mass % or less.


Cr and Cu not only serve as solid-solution-strengthening elements, but also act to stabilize austenite in a cooling process during annealing, facilitating formation of a multi-phase microstructure. To obtain this effect, the Cr and Cu contents each need to be 0.05 mass % or more. If the Cr and Cu contents both exceed 1.00 mass %, the formability of the steel sheet degrade. Therefore, when Cr and Cu are added to steel, respective contents are 0.05 mass % or more and 1.00 mass % or less.


Sb and Sn may be added as necessary for suppressing decarbonization of a region extending from the surface layer of the steel sheet to a depth of about several tens of micrometers, which is caused by nitriding and/or oxidation of the steel sheet surface. Suppressing such nitriding or oxidation is effective in preventing a reduction in the amount of martensite formed in the steel sheet surface, and guaranteeing the strength of the steel sheet and the stability as a material. However, excessively adding these elements beyond 0.2000 mass % reduces toughness. Therefore, when Sb and Sn are added to steel, respective contents are 0.0020 mass % or more and 0.2000 mass % or less.


As is the case with Ti and Nb, Ta forms alloy carbides or alloy carbonitrides, and contributes to increasing the strength of steel. It is also believed that Ta has the effect of significantly suppressing coarsening of precipitates when partially dissolved in Nb carbides or Nb carbonitrides to form complex precipitates, such as (Nb, Ta) (C, N), and the suppression of coarsening of precipitates serves a stable contribution to increasing the strength of the steel sheet through strengthening by precipitation. Therefore, Ta is preferably added to steel.


The above-described precipitate stabilizing effect is obtained when the Ta content is 0.0010 mass % or more. However, excessively adding Ta does not increase this effect, but instead the alloying cost ends up increasing. Therefore, when Ta is added to steel, the content thereof is in a range of 0.0010 mass % to 0.1000 mass %.


Ca, Mg, and REM are elements used for deoxidation. These elements are also effective in causing spheroidization of sulfides and mitigating the adverse effect of sulfides on local ductility and stretch flangeability. To obtain this effect, Ca, Mg, and REM each need to be added to steel in an amount of 0.0003 mass % or more. However, excessively adding Ca, Mg, and REM beyond 0.0050 mass % leads to increased inclusions and the like, causing defects on the steel sheet surface and internal defects.


Therefore, when Ca, Mg, and REM are added to steel, respective contents are 0.0003 mass % or more and 0.0050 mass % or less.


The following provides a description of the microstructure.


Total Area Ratio of Ferrite and Bainitic Ferrite: 25% or More and 80% or Less

The high-strength steel sheet according to the disclosure comprises a multi-phase microstructure in which retained austenite having an influence mainly on ductility and martensite affecting strength are diffused in a microstructure in which soft ferrite with high ductility is dominantly present. Additionally, to ensure sufficient ductility and stretch flangeability according to the disclosure, the total area ratio of ferrite and bainitic ferrite needs to be 25% or more. On the other hand, to ensure the strength of the steel sheet, the total area ratio of ferrite and bainitic ferrite needs to be 80% or less.


As used herein, the term “bainitic ferrite” means such ferrite that is produced during the process of annealing at a temperature range of 740° C. to 840° C., followed by cooling to and retaining at a temperature of 600° C. or lower, and that has a high dislocation density as compared to normal ferrite. In addition, “the area ratio of ferrite and bainitic ferrite” is calculated with the following method. Firstly, polish a cross section of the steel sheet taken in the sheet thickness direction to be parallel to the rolling direction (L-cross section), etch the cross section with 3 vol. % nital, and observe ten locations at 2000 times magnification under an SEM (scanning electron microscope) at a position of sheet thickness×¼ (a position at a depth of one-fourth of the sheet thickness from the steel sheet surface). Then, using the structure micrographs imaged with the SEM, calculate the area ratios of respective phases (ferrite and bainitic ferrite) for the ten locations with Image-Pro, available from Media Cybernetics, Inc. Then, average the results, and use the average as “the area ratio of ferrite and bainitic ferrite.” In the structure micrographs, ferrite and bainitic ferrite appear as a gray structure (base steel structure), while retained austenite and martensite as a white structure.


Identification of ferrite and bainitic ferrite is made by EBSD (Electron Backscatter Diffraction) measurement. A crystal grain (phase) that includes a sub-boundary with a grain boundary angle of smaller than 15° is identified as bainitic ferrite, for which the area ratio is calculated and the result is used as the area ratio of bainitic ferrite. The area ratio of ferrite is calculated by subtracting the area ratio of bainitic ferrite from the area ratio of the above-described gray structure.


Area Ratio of Martensite: 3% or More and 20% or Less


According to the disclosure, to ensure the strength of the steel sheet, the area ratio of martensite needs to be 3% or more. On the other hand, to ensure the steel sheet has good ductility, the area ratio of martensite needs to be 20% or less. For obtaining better ductility and stretch flangeability, the area ratio of martensite is preferably 15% or less.


Note that “the area ratio of martensite” is calculated with the following method. Firstly, polish an L-cross section of the steel sheet, etch the L-cross section with 3 vol. % nital, and observe ten locations at 2000 times magnification under an SEM at a position of sheet thickness×¼ (a position at a depth of one-fourth of the sheet thickness from the steel sheet surface). Then, using the structure micrographs imaged with the SEM, calculate the total area ratio of martensite and retained austenite, both appearing white, for the ten locations with Image-Pro described above. Then, average the results, subtract the area ratio of retained austenite from the average, and use the result as “the area ratio of martensite.” In the structure micrographs, martensite and retained austenite appear as a white structure. As used herein, as the area ratio of retained austenite, the volume fraction of retained austenite described below is used.


Volume Fraction of Retained Austenite: 10% or More


According to the disclosure, to ensure good ductility and balance strength and ductility, the volume fraction of retained austenite needs to be 10% or more. For obtaining better ductility and achieving a better balance between strength and ductility, it is preferred that the volume fraction of retained austenite is 12% or more.


The volume fraction of retained austenite is calculated by determining the x-ray diffraction intensity of a plane of sheet thickness×¼, which is exposed by polishing the steel sheet surface to a depth of one-fourth of the sheet thickness. Using an incident x-ray beam of MoKα, the intensity ratio of the peak integrated intensity of the {111}, {200}, {220}, and {311} planes of retained austenite to the peak integrated intensity of the {110}, {200}, and {211} planes of ferrite is calculated for all of the twelve combinations, the results are averaged, and the average is used as the volume fraction of retained austenite.


Mean Grain Size of Retained Austenite: 2 μm or Less


Refinement of retained austenite grains contributes to improving the ductility of the steel sheet and the stability as a material. Accordingly, to ensure good ductility of the steel sheet and stability as a material, the mean grain size of retained austenite needs to be 2 μm or less. For obtaining better ductility and stability as a material, the mean grain size of retained austenite is preferably 1.5 μm or less.


As used herein, “the mean grain size of retained austenite” is calculated with the following method. First, observe twenty locations at 15000 times magnification under a TEM (transmission electron microscope), and image structure micrographs. Then, calculate equivalent circular diameters from the areas of retained austenite grains identified with Image-Pro as mentioned above in the structure micrographs for the twenty locations, average the results, and use the average as “the mean grain size of retained austenite.” For the above-described observation, the steel sheet was cut from both front and back surfaces up to 0.3 mm thick, so that the central portion in the sheet thickness direction of the steel sheet is located at a position of sheet thickness×¼. Then, electropolishing was performed on the front and back surfaces to form a hole, and a portion reduced in sheet thickness around the hole was observed under the TEM in the sheet surface direction.


The Mean Mn Content in Retained Austenite (in Mass %) is at Least 1.2 Times the Mn Content in the Steel Sheet (in Mass %).


This is one of the very important controllable factors for the disclosure.


The reason is as follows. When the mean Mn content in retained austenite (in mass %) is at least 1.2 times the Mn content in the steel sheet (in mass %), and when a single phase of martensite, a single phase of bainite, or a mixed phase of martensite and bainite is dominantly present in the microstructure prior to second annealing, carbides with Mn concentrated therein precipitate in the first place when raising the temperature during second annealing. Then, the carbides act as nuclei for austenite through reverse transformation, and eventually fine retained austenite is uniformly distributed in the microstructure, improving the stability of the steel sheet as a material.


In this case, the mean Mn content (in mass %) of each phase was calculated by analysis with FE-EPMA (Field Emission-Electron Probe Micro Analyzer).


No upper limit is particularly placed on the mean Mn content in retained austenite (in mass %) as long as the mean Mn content in retained austenite is at least 1.2 times the Mn content in the steel sheet (in mass %). However, it is preferred that the mean Mn content in retained austenite is about 2.5 times the Mn content in the steel sheet, in mass %.


An Aggregate of Retained Austenite Formed by Seven or More Identically-Oriented Retained Austenite Grains Accounts for 60% or More by Area of the Entire Retained Austenite.


This is one of the very important controllable factors for the disclosure. To ensure good ductility by guaranteeing the formation of a desired volume fraction of stable retained austenite, it is necessary for an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains to account for 60% or more by area of the entire retained austenite. Preferably, an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains accounts for 70% or more by area of the entire retained austenite.


As used herein, “identically-oriented” means that the difference in crystal orientation between retained austenite grains is 3° or less when analyzed with EBSD (Electron Backscatter Diffraction).


The requirement for an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains to account for 60% or more by area of the entire retained austenite is not satisfied after performing annealing treatment only once, but is satisfied after performing annealing treatment twice.


Regarding identically-oriented retained austenite grains, the steel sheet is polished in an L-cross section and subjected to colloidal silica vibratory polishing, and analyzed at a position of sheet thickness×¼ by using EBSD (Electron Backscatter Diffraction) to create a Phase map for calculating the amount of the entire retained austenite, and an IPF map (crystal orientation map) that can discriminate retained austenite crystal orientations by color for determining the amount of an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains.


In addition to ferrite, bainitic ferrite, martensite, and retained austenite, the microstructure according to the disclosure may include carbides such as tempered martensite, pearlite, cementite, and the like, or other phases well known as steel sheet microstructure constituents. Any of the other phases, such as tempered martensite, may be included as long as the area ratio is 10% or less, without detracting from the effect of the disclosure.


The following provides a description of the production method according to the disclosure.


To produce the high-strength steel sheet disclosed herein, a steel slab having the above-described predetermined chemical composition is heated to 1100° C. or higher and 1300° C. or lower, and hot rolled with a finisher delivery temperature of 800° C. or higher and 1000° C. or lower to obtain a steel sheet. Then, the steel sheet is coiled at a mean coiling temperature of 450° C. or higher and 700° C. or lower, subjected to pickling treatment, and, optionally, retained at a temperature of 450° C. or higher and Ac1 transformation temperature or lower for 900 s or more and 36000 s or less. Then, optionally, the steel sheet is subjected to pickling treatment, cold rolled at a rolling reduction of 30% or more, subjected to first annealing treatment whereby the steel sheet is heated to a temperature of 820° C. or higher and 950° C. or lower, and then cooled to a first cooling stop temperature at or below Ms.


Subsequently, the steel sheet is subjected to second annealing treatment at a temperature of 740° C. or higher and 840° C. or lower, then cooled to a temperature in a second cooling stop temperature range of 300° C. to 550° C. at a mean cooling rate of 10° C./s or higher and 50° C./s or lower, and retained at the second cooling stop temperature range for 10 s or more and 600 s or less.


According to the disclosure, after being retained at the second cooling stop temperature range, the steel sheet may further be subjected to third annealing treatment whereby the steel sheet is heated to a temperature of 100° C. or higher and 300° C. or lower, as described below.


In addition, according to the disclosure, a high-strength galvanized steel sheet may be produced by performing well-known and widely-used galvanizing treatment on the above-described high-strength steel sheet.


Steel Slab Heating Temperature: 1100° C. or Higher and 1300° C. or Lower


Precipitates that are present at the time of heating of a steel slab will remain as coarse precipitates in the resulting steel sheet, making no contribution to strength. Thus, remelting of any Ti- and Nb-based precipitates precipitated during casting is required.


In this respect, if a steel slab is heated at a temperature below 1100° C., it is difficult to cause sufficient melting of carbides, leading to problems such as an increased risk of trouble during hot rolling resulting from increased rolling load. In addition, for obtaining a smooth steel sheet surface, it is necessary to scale-off defects on the surface layer of the slab, such as blow hole generation, segregation, and the like, and to reduce cracks and irregularities on the steel sheet surface. Therefore, according to the disclosure, the steel slab heating temperature needs to be 1100° C. or higher. If the steel slab heating temperature exceeds 1300° C., however, scale loss increases as oxidation progresses. Accordingly, the steel slab heating temperature needs to be 1300° C. or lower. As such, the slab heating temperature is 1100° C. or higher and 1300° C. or lower, and preferably 1150° C. or higher and 1250° C. or lower.


A steel slab is preferably made with continuous casting to prevent macro segregation, yet may be produced with other methods such as ingot casting or thin slab casting. The steel slab thus produced may be cooled to room temperature and then heated again according to the conventional method. Alternatively, there can be employed without problems what is called “energy-saving” processes, such as hot direct rolling or direct rolling in which either a warm steel slab without being fully cooled to room temperature is charged into a heating furnace, or a steel slab undergoes heat retaining for a short period and immediately hot rolled. Further, a steel slab is subjected to rough rolling under normal conditions and formed into a sheet bar. When the heating temperature is low, the sheet bar is preferably heated using a bar heater or the like prior to finish rolling from the viewpoint of preventing troubles during hot rolling.


Finisher Delivery Temperature in Hot Rolling: 800° C. or Higher and 1000° C. or Lower


The heated steel slab is hot rolled through rough rolling and finish rolling to form a hot-rolled steel sheet. At this point, when the finisher delivery temperature exceeds 1000° C., the amount of oxides (scales) generated suddenly increases and the interface between the steel substrate and oxides becomes rough, which tends to impair the surface quality after pickling and cold rolling. In addition, any hot-rolling scales remaining after pickling adversely affect ductility and stretch flangeability. Moreover, a grain size is excessively coarsened, causing surface deterioration in a pressed part during working.


On the other hand, if the finisher delivery temperature is below 800° C., rolling load and burden increase, rolling is performed more often in a state in which recrystallization of austenite does not occur, an abnormal texture develops, and the final product has a significant planar anisotropy. As a result, not only do the material properties become less uniform and less stable, but the ductility itself also deteriorates.


Therefore, the finisher delivery temperature in hot rolling needs to be in a range of 800° C. to 1000° C., and preferably in a range of 820° C. to 950° C.


Mean Coiling Temperature after Hot Rolling: 450° C. or Higher and 700° C. or Lower


When the mean coiling temperature at which the steel sheet is coiled after the hot rolling is above 700° C., the grain size of ferrite in the microstructure of the hot-rolled sheet increases, making it difficult to ensure a desired strength of the final-annealed sheet. On the other hand, when the mean coiling temperature after the hot rolling is below 450° C., there is an increase in the strength of the hot-rolled sheet and in the rolling load in cold rolling, degrading productivity. Therefore, the mean coiling temperature after the hot rolling needs to be 450° C. or higher and 700° C. or lower, and preferably 450° C. or higher and 650° C. or lower.


Finish rolling may be performed continuously by joining rough-rolled sheets during the hot rolling. Rough-rolled sheets may be coiled on a temporary basis. At least part of finish rolling may be conducted as lubrication rolling to reduce rolling load in the hot rolling. Conducting lubrication rolling in such a manner is effective from the perspective of making the shape and material properties of the steel sheet uniform. In lubrication rolling, the coefficient of friction is preferably in a range of 0.10 to 0.25.


The hot-rolled steel sheet thus produced is subjected to pickling. Pickling enables removal of oxides from the steel sheet surface, and is thus important to ensure that the high-strength steel sheet as the final product has good chemical convertibility and a sufficient quality of coating. Pickling may be performed in one or more batches.


Heat Treatment Temperature and Holding Time for the Hot-Rolled Sheet after the Pickling Treatment: Retained at 450° C. or Higher and Ac1 Transformation Temperature or Lower for 900 s or More and 36000 s or Less


When the heat treatment temperature is below 450° C., or when the heat treatment holding time is shorter than 900 s, tempering after the hot rolling of the steel sheet is insufficient, causing a mixed phase of ferrite, bainite, and martensite in the microstructure of the steel sheet, and making the microstructure less uniform. Additionally, with such microstructure of the hot-rolled sheet, uniform refinement of the steel sheet microstructure becomes insufficient. This results in an increase in the proportion of coarse martensite in the microstructure of the final-annealed sheet, and thus increases the non-uniformity of the microstructure, which may degrade the final-annealed sheet in terms of hole expansion formability (stretch flangeability) and stability as a material.


On the other hand, a heat treatment holding time longer than 36000 s may adversely affect productivity. In addition, a heat treatment temperature above Ac1 transformation temperature provides a non-uniform, hardened, and coarse dual-phase microstructure of ferrite and either martensite or pearlite, increasing the non-uniformity of the microstructure of the steel sheet before subjection to cold rolling, and resulting in an increase in the proportion of coarse martensite in the final-annealed sheet, which may also degrade the final-annealed sheet in terms of hole expansion formability (stretch flangeability) and stability as a material.


Therefore, for the hot-rolled sheet after subjection to the pickling treatment, the heat treatment temperature needs to be 450° C. or higher and Ac1 transformation temperature or lower, and the holding time needs to be 900 s or more and 36000 s or less.


Rolling Reduction During Cold Rolling: 30% or More


When the rolling reduction is below 30%, the number of grain boundaries that act as nuclei for reverse transformation to austenite and the total number of dislocations per unit area decrease during the subsequent annealing, making it difficult to obtain the above-described resulting microstructure. In addition, if the microstructure becomes non-uniform, the ductility of the steel sheet decreases.


Therefore, the rolling reduction during cold rolling needs to be 30% or more, and is preferably 40% or more. The effect of the disclosure can be obtained without limiting the number of rolling passes or the rolling reduction for each pass. No upper limit is particularly placed on the rolling reduction, yet a practical upper limit is about 80% in industrial terms.


First Annealing Treatment Temperature: 820° C. or Higher 950° C. or Lower


If the first annealing temperature is below 820° C., then the heat treatment is performed at a ferrite-austenite dual phase region, with the result that a large amount of ferrite (polygonal ferrite) produced at the ferrite-austenite dual phase region will be included in the resulting microstructure. As a result, a desired amount of fine retained austenite cannot be produced, making it difficult to balance good strength and ductility. On the other hand, when the first annealing temperature exceeds 950° C., austenite grains are coarsened during the annealing and fine retained austenite cannot be produced eventually, again, making it difficult to balance good strength and ductility. As a result, productivity decreases.


Without limitation, the holding time during the first annealing treatment is preferably 10 s or more and 1000 s or less.


The mean cooling rate after the first annealing treatment is not particularly limited, yet from the production efficiency perspective, the mean cooling rate is preferably 1° C./s or higher, and more preferably 5° C./s or higher. Also, no upper limit is particularly placed on the mean cooling rate, yet in industrial terms, the mean cooling rate is practically up to about 60° C./s.


Cooling to a First Cooling Stop Temperature at or Below Ms


In the first annealing treatment, the steel sheet is ultimately cooled to a first cooling stop temperature at or below Ms.


This setup is for the purpose of causing a single phase of martensite, a single phase of bainite, or a mixed phase of martensite and bainite to be dominantly present in the microstructure of the steel sheet before subjection to second annealing treatment. As a result, during the cooling and retaining process after second annealing, non-polygonal ferrite and bainitic ferrite are produced in large amounts with distorted grain boundaries produced at 600° C. or lower. Consequently, it becomes possible to obtain proper amounts of fine retained austenite, and yield good ductility.


Second Annealing Treatment Temperature: 740° C. or Higher and 840° C. or Lower


A second annealing temperature below 740° C. cannot ensure formation of a sufficient volume fraction of austenite during the annealing, and eventually formation of a desired area ratio of martensite and of a desired volume fraction of retained austenite. Accordingly, it becomes difficult to ensure strength and to balance good strength and ductility. On the other hand, a second annealing temperature above 840° C. is within a temperature range of austenite single phase, and a desired amount of fine retained austenite cannot be produced in the end. As a result, this makes it difficult again to ensure good ductility and to balance strength and ductility. Moreover, unlike the case where heat treatment is performed at a ferrite-austenite dual phase region, distribution of Mn resulting from diffusion hardly occurs. As a result, the mean Mn content in retained austenite (mass %) does not increase to at least 1.2 times the Mn content in the steel sheet (in mass %), making it difficult to obtain a desired volume fraction of stable retained austenite. Without limitation, the holding time during the second annealing treatment is preferably 10 s or more and 1000 s or less.


Mean Cooling Rate to a Temperature in a Second Cooling Stop Temperature Range of 300° C. to 550° C.: 10° C./s or Higher and 50° C./s or Lower


In the second annealing treatment, when the mean cooling rate to a temperature in a second cooling stop temperature range of 300° C. to 550° C. is lower than 10° C./s, a large amount of ferrite forms during cooling, making it difficult to ensure the formation of bainitic ferrite and martensite. Consequently, it becomes difficult to guarantee the strength of the steel sheet. On the other hand, when the mean cooling rate is higher than 50° C./s, excessive martensite is produced, degrading the ductility and stretch flangeability of the steel sheet. In this case, the cooling is preferably performed by gas cooling; however, furnace cooling, mist cooling, roll cooling, water cooling, and the like can also be employed in combination.


Holding Time at the Second Cooling Stop Temperature Range (300° C. to 550° C.): 10 s or More


If the holding time at the second cooling stop temperature range (300° C. to 550° C.) is shorter than 10 s, there is insufficient time for the concentration of C (carbon) into austenite to progress, making it difficult to ensure a desired volume fraction of retained austenite in the end. Moreover, it becomes difficult to satisfy the condition that an aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains accounts for 60% or more by area of the entire retained austenite. However, a holding time longer than 600 s does not increase the volume fraction of retained austenite and ductility does not improve significantly, where the effect reaches a plateau. Thus, without limitation, the holding time is preferably 600 s or less.


Therefore, the holding time at the second cooling stop temperature range is 10 s or more, and preferably 600 s or less. Cooling after the holding is not particularly limited, and any method may be used to implement cooling to a desired temperature. The desired temperature is preferably around room temperature.


Third Annealing Treatment Temperature: 100° C. or Higher and 300° C. or Lower


When the third annealing treatment is performed at a temperature below 100° C., tempering softening of martensite is insufficient, which may result in difficulty in ensuring better hole expansion formability (stretch flangeability). On the other hand, if the third annealing treatment is performed at a temperature above 300° C., decomposition of retained austenite is caused, which may result in difficulty in guaranteeing a desired volume fraction of retained austenite in the end. Therefore, the third annealing treatment temperature is preferably 100° C. or higher and 300° C. or lower. Without limitation, the holding time during the third annealing treatment is preferably 10 s or more and 36000 s or less.


Galvanizing Treatment


When hot-dip galvanizing treatment is performed, the steel sheet subjected to the above-described annealing treatment is immersed in a galvanizing bath at 440° C. or higher and 500° C. or lower for hot-dip galvanizing, after which coating weight adjustment is performed using gas wiping or the like. For hot-dip galvanizing, a galvanizing bath with an Al content of 0.10 mass % or more and 0.22 mass % or less is preferably used. When a galvanized layer is subjected to alloying treatment, the alloying treatment is performed in a temperature range of 470° C. to 600° C. after the hot-dip galvanizing treatment. If the alloying treatment is performed at a temperature above 600° C., untransformed austenite transforms to pearlite, where the presence of a desired volume fraction of retained austenite cannot be ensured and ductility may degrade. Therefore, when a galvanized layer is subjected to alloying treatment, the alloying treatment is preferably performed in a temperature range of 470° C. to 600° C. Electrogalvanized plating may also be performed.


When skin pass rolling is performed after the heat treatment, the skin pass rolling is preferably performed with a rolling reduction of 0.1% or more and 1.0% or less. A rolling reduction below 0.1% provides only a small effect and complicates control, and hence 0.1% is the lower limit of the favorable range. On the other hand, a rolling reduction above 1.0% significantly degrades productivity, and thus 1.0% is the upper limit of the favorable range.


The skin pass rolling may be performed on-line or off-line. Skin pass may be performed in one or more batches with a target rolling reduction. No particular limitations are placed on other manufacturing conditions, yet from the perspective of productivity, the aforementioned series of processes such as annealing, hot-dip galvanizing, and alloying treatment on a galvanized layer are preferably carried out on a CGL (Continuous Galvanizing Line) as the hot-dip galvanizing line. After the hot-dip galvanizing, wiping may be performed for adjusting the coating amounts. Conditions other than the above, such as coating conditions, may be determined in accordance with conventional hot-dip galvanizing methods.


Examples

Steels having the chemical compositions presented in Table 1, each with the balance consisting of Fe and incidental impurities, were prepared by steelmaking in a converter and formed into slabs by continuous casting. The steel slabs thus obtained were heated under the conditions presented in Table 2, and subjected to hot rolling to obtain steel sheets. The steel sheets were then subjected to pickling treatment. Then, for Steel Nos. 1-22, 24, 25, 28, 30, 31, 33, 35-40, 42, and 44-56 presented in Table 2, heat treatment was performed once on the hot-rolled sheets. Out of these, for Steel Nos. 22, 24, 25, 28, 30, 31, 33, 35-40, 42 and 44, the steel sheets were further subjected to pickling treatment after subjection to the heat treatment.


Then, cold rolling was performed on the steel sheets under the conditions presented in Table 2. Subsequently, annealing treatment was conducted on the steel sheets two or three times under the conditions in Table 2 to produce high-strength cold-rolled steel sheets (CR).


Moreover, some of the high-strength cold-rolled steel sheets (CR) were subjected to galvanizing treatment to obtain hot-dip galvanized steel sheets (GI), galvannealed steel sheets (GA), electrogalvanized steel sheets (EG), and so on. Used as hot-dip galvanizing baths were a zinc bath containing 0.19 mass % of Al for GI and a zinc bath containing 0.14 mass % of Al for GA, in each case the bath temperature was 465° C. The coating weight per side was 45 g/m2 (in the case of both-sided coating), and the Fe concentration in the coated layer of each hot-dip galvannealed steel sheet (GA) was 9 mass % or more and 12 mass % or less.


The Ac1 transformation temperature (° C.) was calculated by:





Ac1 transformation temperature (° C.)=751−16×(% C)+11×(% Si)−28×(% Mn)−5.5×(% Cu)+13×(% Cr)


Where (% X) represents content (in mass %) of an element X in steel. Ms (° C.) presented in Table 3 was calculated by:





Ms (° C.)=550−361×(% C)×0.01×[fraction of A (%) immediately after annealing in second annealing treatment]−69×[Mn content in retained austenite (%)]−20×(% Cr)−10×(% Cu)+30×(% Al)


Where (% X) represents content (in mass %) of an element X in steel.


Here, “fraction of A (%) immediately after annealing in second annealing treatment” is defined as the area ratio of martensite in the microstructure of the steel sheet subjected to water quenching (mean cooling rate to room temperature: 800° C./s or higher) immediately after subjection to annealing in second annealing treatment (temperature range: 740° C. to 840° C.). The area ratio of martensite can be calculated with the above-described method.


In the above expression, “Mn content in retained austenite (%)” is the mean Mn content in retained austenite (mass %) of the resulting high-strength steel sheet.









TABLE 1





Table 1
















Steel
Chemical composition (mass %)



















ID
C
Si
Mn
P
S
N
Ti
B
Al
Nb
Cr
Cu





A
0.108
1.58
2.41
0.018
0.0021
0.0034
0.016
0.0015






B
0.148
1.32
2.10
0.002
0.0020
0.0031
0.010
0.0020






C
0.207
1.32
2.02
0.016
0.0019
0.0033
0.020
0.0016






D
0.234
0.70
2.32
0.024
0.0021
0.0028
0.034
0.0022






E
0.228
1.02
1.98
0.026
0.0017
0.0029
0.031
0.0015






F
0.221
1.46
1.96
0.015
0.0023
0.0031
0.022
0.0014






G
0.230
1.54
1.71
0.019
0.0018
0.0035
0.019
0.0021






H
0.210
1.49
2.02
0.023
0.0023
0.0032
0.017
0.0018






I
0.189
1.37
2.71
0.027
0.0021
0.0027
0.019
0.0017






J

0.056

1.49
2.88
0.024
0.0019
0.0029
0.022
0.0021






K
0.231

0.34

2.77
0.029
0.0022
0.0031
0.024
0.0022






L
0.214
1.42

1.27

0.024
0.0026
0.0029
0.010
0.0024






M
0.201
1.36
2.76
0.019
0.0023
0.0033
0.018
0.0008






N
0.206
1.32
2.18
0.016
0.0025
0.0036
0.009
0.0015
0.480





O
0.186
1.28
1.92
0.019
0.0022
0.0033
0.012
0.0018

0.041




P
0.229
1.49
1.97
0.026
0.0019
0.0031
0.018
0.0010


0.22



Q
0.205
1.47
2.19
0.017
0.0021
0.0032
0.022
0.0030



0.23


R
0.224
1.47
2.15
0.022
0.0025
0.0030
0.024
0.0028






S
0.189
1.53
1.97
0.019
0.0027
0.0038
0.025
0.0015






T
0.185
1.49
2.04
0.023
0.0019
0.0028
0.031
0.0012






U
0.197
1.31
2.19
0.022
0.0016
0.0041
0.027
0.0012

0.024




V
0.204
1.34
2.14
0.019
0.0024
0.0032
0.021
0.0016

0.031




W
0.218
1.48
1.96
0.028
0.0023
0.0041
0.017
0.0018

0.042




X
0.215
1.25
1.94
0.017
0.0021
0.0042
0.018
0.0020






Y
0.194
1.46
2.19
0.023
0.0019
0.0038
0.019
0.0019






Z
0.192
1.60
2.12
0.021
0.0016
0.0033
0.016
0.0016






AA
0.081
1.22
1.79
0.016
0.0038
0.0045
0.018
0.0024






AB
0.082
1.37
2.89
0.018
0.0026
0.0041
0.013
0.0021






AC
0.089
0.89
1.61
0.022
0.0048
0.0038
0.025
0.0019






AD
0.095
0.95
2.85
0.021
0.0020
0.0043
0.038
0.0022






AE
0.091
2.31
2.83
0.024
0.0052
0.0042
0.032
0.0018






AF
0.302
1.22
1.73
0.016
0.0048
0.0052
0.020
0.0012






AG
0.291
1.34
2.43
0.015
0.0018
0.0043
0.019
0.0032






AH
0.298
1.43
2.79
0.022
0.0029
0.0032
0.013
0.0033






AI
0.131
1.45
2.35
0.019
0.0032
0.0037
0.072
0.0019






AJ
0.168
1.51
2.69
0.004
0.0024
0.0034
0.029
0.0026






AK
0.191
1.43
2.61
0.019
0.0007
0.0033
0.021
0.0021






AL
0.221
1.37
2.33
0.005
0.0006
0.0039
0.011
0.0018































Ac1











transfor-










mation










temper-











Steel
Chemical composition (mass %)

ature

















ID
Sb
Sn
Ta
Ca
Mg
REM
Mn/B
(° C.)
Remarks





A






1607
699
Disclosed Steel


B






1050
704
Disclosed Steel


C






1263
706
Disclosed Steel


D






1055
690
Disclosed Steel


E






1320
703
Disclosed Steel


F






1400
709
Disclosed Steel


G






 814
716
Disclosed Steel


H






1122
707
Disclosed Steel


I






1594
687
Disclosed Steel


J






1371
686
Comparative











Steel


K






1259
673
Comparative











Steel


L






 529
728
Comparative











Steel


M







3450

685
Comparative











Steel


N






1453
701
Disclosed Steel


O






1067
709
Disclosed Steel


P






1970
707
Disclosed Steel


Q






 730
703
Disclosed Steel


R
0.0039





 768
703
Disclosed Steel


S

0.0042




1313
710
Disclosed Steel


T


0.0035



1700
707
Disclosed Steel


U
0.0068





1825
701
Disclosed Steel


V

0.0064




1338
703
Disclosed Steel


W


0.0055



1089
709
Disclosed Steel


X



0.0026


 970
707
Disclosed Steel


Y




0.0019

1153
703
Disclosed Steel


Z





0.0026
1325
706
Disclosed Steel


AA






 746
713
Disclosed Steel


AB






1376
684
Disclosed Steel


AC






 847
714
Disclosed Steel


AD






1295
680
Disclosed Steel


AE






1572
696
Disclosed Steel


AF






1442
711
Disclosed Steel


AG






 759
693
Disclosed Steel


AH






 845
684
Disclosed Steel


AI






1237
699
Disclosed Steel


AJ






1035
690
Disclosed Steel


AK






1243
691
Disclosed Steel


AL






1294
697
Disclosed Steel





Underlined if outside of the disclosed range.













TABLE 2





Table 2























Heat treatment on






Hot-rolling
hot-rolled sheet

First annealing













treatment
Heat
Heat
Rolling
treatment



















Slab
Finisher
Mean
treat-
treat-
reduction in
An-

Cooling




heating
delivery
coiling
ment
ment
cold
nealing
Holding
stop



Steel
temp.
temp.
temp.
temp.
time
rolling
temp.
time
temp.


No.
ID
(° C.)
(° C.)
(° C.)
(° C.)
(s)
(%)
(° C.)
(s)
(° C.)





1
A
1220
910
560
560
19000
63.6
870
120
30


2
B
1240
900
580
490
21000
56.3
880
100
50


3
C
1230
890
510
490
22000
52.9
900
150
100 


4
C
890
890

890

550
24000
56.8
900
250
60


5
C

1420

900
550
540
17000
63.6
880
300
200 


6
C
1250

660

570
540
16000
60.0
880
280
120 


7
C
1230

1160

520
520
24000
54.8
910
120
80


8
C
1220
890

280

530
19000
58.6
900
160
30


9
C
1250
910

810

550
23000
58.3
880
180
40


10
C
1240
910
550
540
19000
20.8
870
80
30


11
C
1220
920
540
520
16000
54.8

740

120
60


12
C
1220
880
510
510
17000
58.6

1020

280
200 


13
C
1240
880
580
490
19000
58.6
890
260

600



14
C
1250
890
590
510
21000
53.8
870
200
150 


15
C
1230
890
550
530
17000
55.6
910
520
70


16
C
1220
900
570
570
22000
54.8
870
410
30


17
C
1260
900
580
550
24000
55.6
880
310
60


18
C
1220
880
550
560
19000
57.6
890
80
50


19
C
1230
870
510
560
23000
52.9
900
160
100 


20
C
1220
900
480
570
21000
58.6
880
260
90


21
C
1250
910
600
590
19000
61.3
900
280
30


22
D
1230
910
610
540
22000
54.3
880
220
40


23
E
1250
900
550


50.0
900
160
30


24
F
1250
920
660
540
19000
51.7
880
120
50


25
G
1240
870
590
520
23000
50.0
910
180
30


26
H
1220
860
580


52.0
890
250
60


27
I
1230
870
590


54.8
900
200
90


28
J
1220
880
580
560
19000
65.7
880
100
30


29
K
1230
890
590


64.7
870
300
120 


30
L
1210
870
580
570
21000
54.8
890
250
200 


31
M
1220
910
590
560
19000
62.5
870
200
80


32
N
1260
900
590


51.7
910
200
30


33
O
1200
890
520
540
16000
50.0
880
180
40


34
P
1240
870
600


48.4
870
190
50


35
Q
1230
890
570
510
19000
57.6
900
280
70


36
R
1220
870
560
540
21000
52.9
890
180
90


37
S
1230
910
540
510
19000
62.2
870
240
50


38
T
1220
880
530
540
16000
57.6
880
180
30


39
U
1230
910
520
530
17000
58.6
910
120
30


40
V
1220
890
500
490
19000
64.7
900
90
40


41
W
1230
880
590


57.6
880
300
30


42
X
1250
910
520
510
16000
57.1
870
380
50


43
Y
1240
890
550


60.0
870
160
40


44
Z
1210
870
540
590
17000
57.1
900
140
30


45
AA
1250
900
570
640
28000
64.3
900
300
80


46
AB
1230
890
640
590
15000
53.3
870
150
30


47
AC
1250
850
610
500
24000
50.0
890
120
150 


48
AD
1210
890
640
600
22000
53.8
900
220
40


49
AE
1260
900
590
580
30000
50.0
860
350
50


50
AF
1180
840
650
620
29000
57.1
910
250
30


51
AG
1220
890
540
610
14000
39.5
850
120
40


52
AH
1250
900
520
590
16000
42.9
860
180
80


53
AI
1240
820
500
520
27000
40.0
900
90
120 


54
AJ
1250
900
620
620
26000
53.8
890
380
25


55
AK
1240
860
530
540
14000
58.8
880
180
100 


56
AL
1230
880
540
610
18000
50.0
850
220
70















Second annealing






treatment
Third annealing











Holding time at
treatment


















An-

Mean
Cooling
temp. range
An-






nealing
Holding
cooling
stop
of 300° C.
nealing
Holding



temp.
time
rate
temp.
to 550° C.
temp.
time


No.
(° C.)
(s)
(° C./s)
(° C.)
(s)
(° C.)
(s)
Type*
Remarks





1
770
180
16
410
170
220
18000
CR
Example


2
810
200
19
430
160


CR
Example


3
800
160
21
450
200


GI
Example


4
790
300
14
390
160


CR
Comparative











Example


5
780
90
15
490
140


EG
Comparative











Example


6
820
210
16
420
210


CR
Comparative











Example


7
810
240
16
400
280


CR
Comparative











Example


8
820
180
17
460
240


GI
Comparative











Example


9
790
120
21
470
260
230
 8000
CR
Comparative











Example


10
790
150
16
500
260


CR
Comparative











Example


11
810
120
14
430
160


EG
Comparative











Example


12
770
280
13
410
180


CR
Comparative











Example


13
780
160
14
380
290
200
15000
CR
Comparative











Example


14

630

380
14
420
260


CR
Comparative











Example


15

920

450
16
430
220


CR
Comparative











Example


16
800
300

71

410
200


EG
Comparative











Example


17
810
150
30

240

8


GI
Comparative











Example


18
810
250
14

660




CR
Comparative











Example


19
800
300
17
420
8


GA
Comparative











Example


20
790
120
19
450
910


GI
Example


21
780
250
20
420
320
190
22000
CR
Example


22
820
200
23
480
240


CR
Example


23
780
240
22
430
250
210
16000
CR
Example


24
790
180
20
410
240


GA
Example


25
810
70
19
480
200


GI
Example


26
820
400
20
500
180


EG
Example


27
820
320
16
380
160


GA
Example


28
790
200
19
400
190
210
 9000
CR
Comparative











Example


29
810
180
16
410
450


EG
Comparative











Example


30
820
100
15
420
250


CR
Comparative











Example


31
810
90
16
460
450


CR
Comparative











Example


32
830
150
17
380
180
190
 5000
CR
Example


33
790
190
24
500
160
210
20000
CR
Example


34
780
240
23
430
530


EG
Example


35
800
260
16
400
320


GA
Example


36
820
150
24
420
250


GA
Example


37
810
200
16
500
190


GI
Example


38
820
190
15
420
320


EG
Example


39
800
280
16
440
510


GI
Example


40
810
200
14
480
160
230
16000
CR
Example


41
790
260
15
500
380


GI
Example


42
780
190
18
440
220


GA
Example


43
790
120
19
410
210


GI
Example


44
810
140
18
420
190
190
18000
CR
Example


45
820
250
18
420
120
240
24000
CR
Example


46
780
180
20
400
160
200
18000
CR
Example


47
800
240
24
440
400


CR
Example


48
770
320
21
420
320


GA
Example


49
780
150
30
390
130


GA
Example


50
840
140
19
460
180
220
19000
GI
Example


51
800
220
18
360
310


CR
Example


52
810
150
12
500
500


GA
Example


53
830
180
38
450
220
190
25000
CR
Example


54
790
190
20
410
170


GI
Example


55
790
290
18
390
190
230
22000
GA
Example


56
820
300
21
460
280


EG
Example





Underlined if outside of the disclosed range.


*CR: cold-rolled steel sheets (uncoated), GI: hot-dip galvanized steel sheets (alloying treatment not performed on galvanized layers), GA: galvannealed steel sheets, EG: electrogalvanized steel sheets






The obtained steel sheets, such as high-strength cold-rolled steel sheets (CR), hot-dip galvanized steel sheets (GI), galvannealed steel sheets (GA), electrogalvanized steel sheet (EG), and the like, were subjected to tensile test and hole expansion test.


Tensile test was performed in accordance with JIS Z 2241 (2011) to measure TS (tensile strength) and EL (total elongation), using JIS No. 5 test pieces that were sampled such that the longitudinal direction of each test piece coincides with a direction perpendicular to the rolling direction of the steel sheet (the C direction). In this case, TS and EL were determined to be good when EL≧34% for TS 780 MPa grade, EL≧27% for TS 980 MPa grade, and EL≧23% for TS 1180 MPa grade, and TS×EL≧27000 MPa·%.


Hole expansion test was performed in accordance with JIS Z 2256 (2010). Each of the steel sheets thus obtained was cut to a sample size of 100 mm×100 mm, and a hole with a diameter of 10 mm was drilled through each sample with clearance 12%±1%. Subsequently, each steel sheet was clamped into a die having an inner diameter of 75 mm with a blank holding force of 8 tons (7.845 kN). In this state, a conical punch of 60° was pushed into the hole, the hole diameter at crack initiation limit was measured, and the maximum hole expansion ratio λ (%) was calculated by the following equation to evaluate hole expansion formability:





maximum hole expansion ratio λ (%)={(Df−D0)/D0}×100


Where Df is a hole diameter at the time of occurrence of cracking (mm) and Do is an initial hole diameter (mm).


In this case, the hole expansion formability was determined to be good when λ≧40% for TS 780 MPa grade, λ≧30% for TS 980 MPa grade, and λ≧20% for TS 1180 MPa grade.


Regarding the stability as a material, for Steel Nos. 1-56, equivalent high-strength cold-rolled steel sheets were produced at different second annealing temperatures ±20° C., and TS and EL were measured.


In this case, TS and EL were determined to be good when ΔTS, which is the amount of variation of TS upon the annealing temperature during second annealing treatment changing by 40° C. (±20° C.), is 29 MPa or less, and ΔEL, which is the amount of variation of EL upon the annealing temperature changing by 40° C., is 1.8% or less.


The sheet passage ability during hot rolling was determined to be low when the risk of trouble during hot rolling increased with increasing rolling load.


The sheet passage ability during cold rolling was determined to be low when the risk of trouble during cold rolling increased with increasing rolling load.


The surface characteristics of each cold-rolled sheet were determined to be poor when defects such as blow hole generation and segregation on the surface layer of the slab could not be scaled-off, cracks and irregularities on the steel sheet surface increased, and a smooth steel sheet surface could not be obtained. The surface characteristics were also determined to be poor when the amount of oxides (scales) generated suddenly increased, the interface between the steel substrate and oxides was roughened, and the surface quality after pickling and cold rolling degraded, or when some hot-rolling scales remained after pickling.


Productivity was evaluated according to the lead time costs, including: (1) malformation of a hot-rolled sheet occurred; (2) a hot-rolled sheet requires straightening before proceeding to the subsequent steps; (3) a prolonged annealing treatment holding time; and (4) a prolonged austemper holding time (a prolonged holding time at a cooling stop temperature range in the second annealing treatment). The productivity was determined to be “high” when none of (1) to (4) applied, “middle” when only (4) applied, and “low” when any of (1) to (3) applied.


The above-described evaluation results are shown in Table 3.









TABLE 3





Table 3


















Surface
Microstructure























Sheet
Sheet
charac-

Area


Mean


Mn





passage
passage
teristics

ratio
Area
Volume
grain

Mn
content





ability
ability
of cold-

of
ratio
frac-
size
Mn
content
in RA/Mn




Sheet
during
during
rolled

F +
of
tion
of
content
in steel
content



Steel
thickness
hot
cold
steel
Produc-
BF
M
of RA
RA
in RA
sheet
in steel


No.
ID
(mm)
rolling
rolling
sheet
tivity
(%)
(%)
(%)
(μm)
(mass %)
(mass %)
sheet





1
A
1.2
High
High
Good
High
75.6
7.8
15.2
0.8
3.22
2.41
1.34


2
B
1.4
High
High
Good
High
72.6
8.8
17.8
0.7
3.12
2.10
1.49


3
C
1.6
High
High
Good
High
71.2
7.4
18.6
0.8
2.92
2.02
1.45


4
C
1.6
Low
Low
Poor
Low
68.6
9.3
16.3
1.3
2.58
2.02
1.28


5
C
1.2
Low
Low
Poor
Low
67.9
9.2
15.8

2.4

2.61
2.02
1.29


6
C
1.4
Low
Low
Poor
Low
64.5
5.6
7.6
0.5
2.51
2.02
1.24


7
C
1.4
High
Low
Poor
Low
70.5
10.1 
11.6

2.8

2.58
2.02
1.28


8
C
1.2
High
Low
Good
Low
69.8
12.4 
14.4

2.2

2.57
2.02
1.27


9
C
1.0
High
High
Good
High
74.8
6.5
3.6
0.4
2.74
2.02
1.36


10
C
1.9
High
High
Good
High
72.5
9.9
8.5

2.5

2.62
2.02
1.30


11
C
1.4
High
High
Good
High
69.2

20.5

5.2

2.8

2.49
2.02
1.23


12
C
1.2
High
High
Good
High
72.5
8.2
12.8

3.2

2.25
2.02

1.11



13
C
1.2
High
High
Good
High
72.3
17.9 
6.2

3.0

2.51
2.02
1.24


14
C
1.2
High
High
Good
High

84.8


1.8

2.6
1.5
2.58
2.02
1.28


15
C
1.2
High
High
Good
High
67.1

22.2

4.6

3.1

2.23
2.02

1.10



16
C
1.4
High
High
Good
Low
59.7

28.1

10.5
1.6
2.58
2.02
1.28


17
C
1.2
High
High
Good
High
68.8
10.1 
2.6

3.1

2.61
2.02
1.29


18
C
1.4
High
High
Good
High
69.6

23.1

2.2
0.4
2.57
2.02
1.27


19
C
1.6
High
High
Good
High
68.4

20.8

3.3
0.5
2.64
2.02
1.31


20
C
1.2
High
High
Good
Middle
71.6
10.1 
16.2
0.7
2.71
2.02
1.34


21
C
1.2
High
High
Good
High
70.8
7.8
18.8
0.6
2.96
2.02
1.47


22
D
1.6
High
High
Good
High
65.8
11.6 
20.3
1.2
3.57
2.34
1.53


23
E
1.8
High
High
Good
High
72.1
8.6
17.2
1.0
2.91
2.01
1.45


24
F
1.4
High
High
Good
High
71.4
9.3
17.6
0.8
2.80
1.94
1.44


25
G
1.2
High
High
Good
High
72.4
5.9
20.0
0.6
2.34
1.69
1.38


26
H
1.2
High
High
Good
High
72.1
8.9
17.8
0.9
2.84
2.01
1.41


27
I
1.4
High
High
Good
High
59.7
14.5 
24.2
0.7
3.80
2.72
1.40


28
J
1.2
High
High
Good
High
72.5

1.5

1.7
0.3
3.57
2.89
1.24


29
K
1.2
High
High
Good
High
63.2

29.9

2.6
0.5
3.46
2.78
1.24


30
L
1.4
High
High
Good
High
65.7

1.9

3.9
0.6
1.70
1.22
1.39


31
M
1.2
High
High
Good
High
71.2
8.9
18.3
0.8
2.89
2.22
1.30


32
N
1.4
High
High
Good
High
71.3
8.8
18.3
0.8
2.80
1.94
1.44


33
O
1.4
High
High
Good
High
69.4
10.2 
19.6
1.0
2.92
1.87
1.56


34
P
1.6
High
High
Good
High
71.4
8  
17.8
0.9
2.95
1.96
1.51


35
Q
1.4
High
High
Good
High
69.5
10.6 
18.1
1.0
3.05
2.21
1.38


36
R
1.6
High
High
Good
High
72.4
7.6
17.5
0.7
2.92
2.18
1.34


37
S
1.4
High
High
Good
High
75.4
6.2
14.0
0.5
2.75
1.98
1.39


38
T
1.4
High
High
Good
High
74.2
6.3
17.0
0.6
2.78
2.03
1.37


39
U
1.2
High
High
Good
High
73.4
7.9
18.3
0.7
2.84
2.09
1.36


40
V
1.2
High
High
Good
High
71.1
9.5
19.4
0.6
3.05
2.12
1.44


41
W
1.4
High
High
Good
High
68.5
10.1 
21.0
0.6
2.71
1.97
1.38


42
X
1.2
High
High
Good
High
72.1
7.6
17.8
0.8
2.72
1.93
1.41


43
Y
1.4
High
High
Good
High
71.4
8.3
18.9
0.9
3.15
2.21
1.43


44
Z
1.2
High
High
Good
High
71.4
7.2
19.1
0.7
2.91
2.09
1.39


45
AA
1.0
High
High
Good
High
75.1
9.8
12.9
0.9
2.88
1.79
1.61


46
AB
1.4
High
High
Good
High
68.9
14.2 
12.5
1.1
4.93
2.89
1.71


47
AC
1.6
High
High
Good
High
71.5
13.1 
11.8
1.2
2.87
1.61
1.78


48
AD
1.2
High
High
Good
High
67.5
15.5 
12.7
1.3
4.78
2.85
1.68


49
AE
2.0
High
High
Good
High
68.1
12.4 
17.5
0.9
4.69
2.83
1.66


50
AF
1.2
High
High
Good
High
66.7
9.2
20.9
0.8
2.79
1.73
1.61


51
AG
2.3
High
High
Good
High
65.3
10.8 
22.1
0.5
3.68
2.43
1.51


52
AH
1.6
High
High
Good
High
62.1
12.2 
23.2
0.8
4.81
2.79
1.72


53
AI
1.8
High
High
Good
High
69.1
10.8 
19.6
1.0
4.23
2.35
1.80


54
AJ
1.2
High
High
Good
High
65.9
11.1 
20.9
0.6
4.54
2.69
1.69


55
AK
1.4
High
High
Good
High
66.5
10.4 
22.8
0.7
4.69
2.61
1.80


56
AL
1.6
High
High
Good
High
62.9
12.8 
23.8
0.6
4.08
2.33
1.75















Microstructure

Fraction of A




















Ratio of an







immediately





aggregate of







after



RA formed by







annealing



seven or more







in second



identically-







annealing



oriented RA
Balance
TS
EL
TS × EL
λ
ΔTS*1
ΔEL*2
treatment
Ms


No.
(%)
structure
(MPa)
(%)
(MPa · %)
(%)
(MPa)
(%)
(%)
(° C.)
Remarks





1
78
TM + P + θ
802
40.5
32481
52
14
1.0
63.0
303
Example


2
76
TM + P + θ
925
35.8
33115
41
16
0.9
66.6
299
Example


3
78
TM + P + θ
999
34.1
34066
40
18
1.3
66.0
299
Example


4

49

TM + P + θ
1022
26.2
26776
32
28
1.6
65.6
323
Comparative













Example


5
65
TM + P + θ
1045
25.8
26961
33
47
2.7
65.0
321
Comparative













Example


6
69
TM + P + θ
1245
12.7
15812
13
64
4.9
53.2
337
Comparative













Example


7
63
TM + P + θ
1000
19.2
19200
19
38
2.7
61.7
326
Comparative













Example


8

45

TM + P + θ
954
27.7
26426
42
44
3.2
66.8
323
Comparative













Example


9
69
TM + P + θ
679
34.5
23426
41
28
1.6
50.1
324
Comparative













Example


10
70
TM + P + θ
1035
16.1
16664
31
34
2.4
58.4
326
Comparative













Example


11
73
TM + P + θ
1193
16.5
19685
21
36
2.3
65.7
329
Comparative













Example


12
70
TM + P + θ
1010
18.7
18887
32
32
2.1
61.0
349
Comparative













Example


13
71
TM + P + θ
1280
15.1
19328
30
65
4.3
64.1
329
Comparative













Example


14
74
TM + P + θ
685
27.2
18632
44
30
2.2
44.4
339
Comparative













Example


15
70
TM + P + θ
1088
17.0
18496
31
33
2.0
66.8
346
Comparative













Example


16
80
TM + P + θ
1192
16.1
19191
12
36
2.5
78.6
313
Comparative













Example


17

46

TM + P + θ
1088
17.0
18496
39
32
2.1
52.7
331
Comparative













Example


18

48

TM + P + θ
1194
16.1
19223
13
34
2.5
65.3
324
Comparative













Example


19

51

TM + P + θ
1198
15.2
18210
12
34
2.5
64.1
320
Comparative













Example


20
69
TM + P + θ
1048
29.7
31126
34
29
1.8
66.3
313
Example


21
89
TM + P + θ
1025
32.7
33518
61
13
1.1
66.6
296
Example


22
70
TM + P + θ
1106
30.0
33180
35
21
1.7
71.9
243
Example


23
78
TM + P + θ
997
33.8
33699
49
16
1.4
65.8
295
Example


24
75
TM + P + θ
1025
31.2
31980
37
15
1.3
66.9
303
Example


25
84
TM + P + θ
987
34.9
34446
45
11
0.8
65.9
334
Example


26
70
TM + P + θ
1001
33.2
33233
43
15
1.1
66.7
303
Example


27
69
TM + P + θ
1214
26.7
32414
31
27
1.8
78.7
234
Example


28
64
TM + P + θ
691
27.1
18726
58
31
2.3
43.2
295
Comparative













Example


29
68
TM + P + θ
1231
11.5
14157
13
67
5.3
72.5
251
Comparative













Example


30
67
TM + P + θ
675
27.9
18833
49
29
2.2
45.8
397
Comparative













Example


31

48

TM + P + θ
1045
18.2
19019
33
63
5.6
67.2
302
Comparative













Example


32
76
TM + P + θ
1041
30.7
31959
42
16
1.3
67.1
321
Example


33
70
TM + P + θ
1062
29.5
31329
44
18
1.5
69.8
302
Example


34
71
TM + P + θ
1000
34.1
34100
46
11
1.2
65.8
288
Example


35
80
TM + P + θ
1008
32.8
33062
35
14
1.3
68.7
286
Example


36
74
TM + P + θ
987
34.1
33657
43
11
1.1
65.1
296
Example


37
85
TM + P + θ
814
38.7
31502
51
8
0.7
60.2
319
Example


38
80
TM + P + θ
905
34.8
31494
50
9
1.2
63.3
316
Example


39
78
TM + P + θ
991
33.5
33199
41
12
1.3
66.2
307
Example


40
79
TM + P + θ
1032
32.9
33953
43
15
1.5
68.9
289
Example


41
75
TM + P + θ
1046
29.9
31275
35
19
1.7
71.1
307
Example


42
72
TM + P + θ
999
34.0
33966
42
11
1.3
65.4
312
Example


43
84
TM + P + θ
1045
32.4
33858
37
15
1.8
67.2
286
Example


44
78
TM + P + θ
1025
32.7
33518
47
13
1.4
66.3
303
Example


45
72
TM + P + θ
815
35.2
28688
45
19
1.4
57.7
334
Example


46
78
TM + P + θ
1019
28.8
29347
37
15
1.3
61.7
192
Example


47
83
TM + P + θ
786
33.5
26331
41
27
1.6
59.9
333
Example


48
80
TM + P + θ
990
28.3
28017
35
26
1.7
63.2
199
Example


49
79
TM + P + θ
1185
24.7
29270
27
23
1.5
64.9
205
Example


50
84
TM + P + θ
1077
30.1
32418
36
21
1.3
65.1
287
Example


51
81
TM + P + θ
1139
28.7
32689
32
27
1.5
67.9
225
Example


52
73
TM + P + θ
1211
27.9
33787
23
26
1.6
70.4
142
Example


53
82
TM + P + θ
988
30.5
30134
32
19
1.6
65.4
227
Example


54
70
TM + P + θ
1137
27.1
30813
31
17
1.2
67.0
196
Example


55
81
TM + P + θ
1128
28.3
31922
32
23
1.1
68.2
179
Example


56
76
TM + P + θ
1089
31.1
33868
37
20
1.5
71.6
211
Example





Underlined if outside of the disclosed range.


*1ΔTS upon the second annealing temperature changing by 40° C. (±20° C.).


*2ΔEL upon the second annealing temperature changing by 40° C. (±20° C.).


F: ferrite,


BF: bainitic ferrite,


RA: retained austenite,


M: martensite,


TM: tempered martensite,


P: pearlite,


θ: cementite,


A: austenite






It can be seen that the high-strength steel sheets according to examples each have a TS of 780 MPa or more, and are each excellent in ductility, hole expansion formability (stretch flangeability), balance between high strength and ductility, and stability as a material. In contrast, comparative examples are inferior in terms of one or more of sheet passage ability, productivity, strength, ductility, hole expansion formability (stretch flangeability), balance between strength and ductility, stability as a material.

Claims
  • 1. A high-strength steel sheet comprising: a chemical composition containing, in mass %, C: 0.08% or more and 0.35% or less, Si: 0.50% or more and 2.50% or less, Mn: 1.60% or more and 3.00% or less, P: 0.001% or more and 0.100% or less, S: 0.0001% or more and 0.0200% or less, N: 0.0005% or more and 0.0100% or less, Ti: 0.005% or more and 0.100% or less, and B: 0.0001% or more and 0.0050% or less, and optionally at least one element selected from the group consisting of Al: 0.01% or more and 1.00% or less, Nb: 0.005% or more and 0.100% or less, Cr: 0.05% or more and 1.00% or less, Cu: 0.05% or more and 1.00% or less, Sb: 0.0020% or more and 0.2000% or less, Sn: 0.0020% or more and 0.2000% or less, Ta: 0.0010% or more and 0.1000% or less, Ca: 0.0003% or more and 0.0050% or less, Mg: 0.0003% or more and 0.0050% or less, and REM: 0.0003% or more and 0.0050% or less, and the balance consisting of Fe and incidental impurities, wherein the Mn content divided by the B content equals 2100 or less;a steel microstructure that contains, by area, 25% or more and 80% or less of ferrite and bainitic ferrite in total, and 3% or more and 20% or less of martensite, and that contains, by volume, 10% or more of retained austenite, whereinthe retained austenite has a mean grain size of 2 μm or less,a mean Mn content in the retained austenite in mass % is at least 1.2 times the Mn content in the steel sheet in mass %, andan aggregate of retained austenite formed by seven or more identically-oriented retained austenite grains accounts for 60% or more by area of the entire retained austenite.
  • 2. (canceled)
  • 3. A production method for a high-strength steel sheet, the method comprising: heating a steel slab having the chemical composition as recited in claim 1 to 1100° C. or higher and 1300° C. or lower;hot rolling the steel slab with a finisher delivery temperature of 800° C. or higher and 1000° C. or lower to obtain a steel sheet;coiling the steel sheet at a mean coiling temperature of 450° C. or higher and 700° C. or lower;subjecting the steel sheet to pickling treatment;optionally, retaining the steel sheet at a temperature of 450° C. or higher and Ac1 transformation temperature or lower for 900 s or more and 36000 s or less;cold rolling the steel sheet at a rolling reduction of 30% or more;subjecting the steel sheet to first annealing treatment whereby the steel sheet is heated to a temperature of 820° C. or higher and 950° C. or lower;cooling the steel sheet to a first cooling stop temperature at or below Ms;subjecting the steel sheet to second annealing treatment whereby the steel sheet is reheated to a temperature of 740° C. or higher and 840° C. or lower;cooling the steel sheet to a temperature in a second cooling stop temperature range of 300° C. to 550° C. at a mean cooling rate of 10° C./s or higher and 50° C./s or lower; andretaining the steel sheet at the second cooling stop temperature range for 10 s or more, to produce the high-strength steel sheet as recited in claim 1.
  • 4. The production method for a high-strength steel sheet according to claim 3, the method further comprising after the retaining at the second cooling stop temperature range, subjecting the steel sheet to third annealing treatment whereby the steel sheet is heated to a temperature of 100° C. or higher and 300° C. or lower.
  • 5. A production method for a high-strength galvanized steel sheet, the method comprising subjecting the high-strength steel sheet as recited in claim 1 to galvanizing treatment.
Priority Claims (1)
Number Date Country Kind
2014-161673 Aug 2014 JP national
PCT Information
Filing Document Filing Date Country Kind
PCT/JP2015/003945 8/5/2015 WO 00