High tensile strength cold-rolled steel sheet and method for production thereof

Information

  • Patent Application
  • 20060231176
  • Publication Number
    20060231176
  • Date Filed
    August 18, 2004
    20 years ago
  • Date Published
    October 19, 2006
    18 years ago
Abstract
The high tensile cold-rolled steel sheet consists essentially of 0.04 to 0.13% C, 0.3 to 1.2% Si, 1.0 to 3.5% Mn, 0.04% or less P, 0.01% or less S, 0.07% or less Al, by mass, and balance of Fe and inevitable impurities, has a microstructure containing 50% or larger area percentage of ferrite and 10% or larger area percentage of martensite, has 0.85 to 1.5 of ratio of intervals of the martensite in the rolling direction to those in the sheet thickness direction, and has 8 GPa or larger nano strength of the martensite. The high tensile cold-rolled steel sheet has a good strength-elongation balance, and shows excellent crashworthiness at about 10 s−1 of strain rate. Therefore, the high tensile cold-rolled steel sheet is suitable for reinforcing members for pillar and dashboard of automobile.
Description
TECHNICAL FIELD

The present invention relates to a high tensile cold-rolled steel sheet having 590 MPa or higher tensile strength suitable for the reinforcing members of pillar and dashboard of automobile, and the like, specifically to a high tensile cold-rolled steel sheet having a good strength-elongation balance, and showing excellent crashworthiness at about 10 s−1 of strain rate, and to a method for manufacturing thereof.


BACKGROUND ART

Conventional high tensile cold-rolled steel sheets having 590 MPa or higher tensile strength (TS) were limited in their use places in the car body because of their poor press-forming property.


For the car body, weight reduction or safety assurance relating to the regulation of gas emissions in view of pollution control has become a recent critical issue. To this point, there has appeared an encouraging movement to adopt the high tensile cold-rolled steel sheets as reinforcing members of pillar and dashboard, and the like. The movement strongly requests to provide the high tensile cold-rolled steel sheets with higher press-forming property and crashworthiness than ever.


In the related art of high tensile cold-rolled steel sheets for automobile, having excellent press-forming property or excellent crashworthiness, JP-A-61-217529, (the term “JP-A” referred to herein signifies the “Japanese Patent Laid-Open Publication”), for example, discloses a high tensile cold-rolled steel sheet having significantly improved elongation by adopting a microstructure containing 10% or more of retained austenite. This high tensile cold-rolled steel sheet, however, is not studied in terms of crashworthiness.


JP-A-11-61327 discloses a high tensile cold-rolled steel sheet having a microstructure which is controlled to have 3 to 30% of area percentage of martensite and 5 μm or smaller average region size of martensite, and having 0.13 or larger work-hardening exponent (n value), 75% or smaller yield ratio, 18000 MPa·% or larger strength-elongation balance, and 1.2 or larger hole-expansion ratio. The crashworthiness of the high tensile cold-rolled steel sheet is evaluated by the n value.


The n value observed in the disclosed patent, however, is determined by a static tensile test (the strain rate per JIS is approximately in a range from 10−3 to 10−2 s−1). Since a car-crash generates 10 to 103 s−1 of strain rate in a reinforcing member, the n value derived from the static tensile test cannot fully evaluate the crashworthiness. To this point, the high tensile cold-rolled steel sheet was re-evaluated taking into account the strain rate on crashing, which is described later, and there was confirmed that satisfactory crashworthiness cannot be attained.


Japanese Patent No. 3253880 discloses a method for manufacturing high tensile cold-rolled steel sheet having a microstructure structured by ferrite and martensite, and having excellent press-forming property and crashworthiness. The crashworthiness of the high tensile cold-rolled steel sheet is evaluated by the absorbed energy at 2000 s−1 of strain rate. The absorbed energy which is determined by that strain rate level is the energy necessary to absorb actually the energy on car-crash by the deformation of the reinforcing member.


JP-A-10-147838 discloses a high tensile cold-rolled steel sheet which improves the crashworthiness by controlling the area percentage of martensite and the ratio of the hardness of martensite to the hardness of ferrite. The hardness of martensite and of ferrite is determined by a Vickers hardness gauge. However, as described in Table 4 on page 189 of “Proceedings of the International Workshop on the Innovative Structural Materials for Infrastructure in 21st Century” [T. Ohmura et al.; “ULTRA-STEEL 2000”, National Research Institute for Metals (2000)], the correct hardness of martensite cannot be evaluated by Vickers hardness gauge because the hardness of martensite has a dependency on the size of indentation. According to an investigation given by the inventors of the present invention, no correlation was found between the crashworthiness and the Vickers hardness. The disclosed patent evaluates the crashworthiness by the absorbed energy at 800 s−1 of strain rate.


As of the reinforcing members, a member for energy absorption is largely deformed within a very short time on crashing, and the strain rate at that moment reaches to levels from 102 to 103 s−1. Accordingly, in the related art, the crashworthiness of high tensile cold-rolled steel sheets was evaluated by the absorbed energy and static-dynamic ratio at 102 to 103 s−1 of strain rate, as described in Japanese Patent No. 3253880 and JP-A-10-147838.


The term “static-dynamic ratio” referred to herein is the ratio of the strength determined by a dynamic tensile test at strain rates from 102 to 103 s−1 to the strength determined by a static tensile test at strain rates from 103 to 10−2 s−1. Larger ratio means larger strength and larger absorbed energy on crash.


To improve the crashworthiness of car body, it is also important to protect cabin without deforming the parts to secure life-space of occupants. For the reinforcing members used to those positions, about 10 s−1 level of absorbed energy becomes important because the reinforcing members at those positions give smaller deformation than that of the reinforcing members for simply absorbing impact energy, thus giving smaller strain rate even within the same crashing time.


Nevertheless, the related art studied very little the means to improve the absorbed energy at strain rates of about 10 s−1.


DISCLOSURE OF THE INVENTION

An object of the present invention is to provide a high tensile cold-rolled steel sheet having a good strength-elongation balance (TS*EL) and attaining excellent crashworthiness at about 10 s−1 of strain rate, and to provide a method for manufacturing thereof.


The characteristics targeted in the present invention are the following.


(1) Tensile strength: TS≧590 MPa


(2) Strength-elongation balance: TS*El≧16000 MPa·%


(3) Crashworthiness: at 10 s−1 of strain rate,


(a) Absorbed energy up to 10% strain: 59 MJ·m−3 or larger


(b) Absorbed energy up to 10% strain per 1 MPa of tensile strength: 0.100 MJ·m−3/MPa or larger


The above object is attained by a high tensile cold-rolled steel sheet: consisting essentially of 0.04 to 0.13% C, 0.3 to 1.2% Si, 1.0 to 3.5% Mn, 0.04% or less P, 0.01% or less S, 0.07% or less Al, by mass, and balance of Fe and inevitable impurities; having a microstructure containing 50% or larger area percentage of ferrite and 10% or larger area percentage of martensite, and having 0.85 to 1.5 of ratio of intervals of the martensite in the rolling direction to those in the sheet thickness direction; and having 8 GPa or larger nano strength of the martensite.


The high tensile cold-rolled steel sheet can be manufactured by a method having the steps of: hot-rolling a steel slab having the above composition, into a steel sheet, followed by coiling the steel sheet at coiling temperatures ranging from 450° C. to 650° C.; cold-rolling the coiled steel sheet at cold-rolling reductions ranging from 30 to 70%; annealing the cold-rolled steel sheet by heating to a temperature region of [the coiling temperature+the cold-rolling reduction percentage×4.5]−[the coiling temperature+the cold-rolling reduction percentage×5.5] (° C.); and cooling the annealed steel sheet to temperatures of 340° C. or below at average cooling rates of 10° C./s or more.




BRIEF DESCRIPTION OF THE DRAWING


FIG. 1 is a sketch illustrating the method for determining the ratio of intervals of the martensite in the rolling direction to that in the sheet thickness direction.




EMBODIMENTS FOR CARRYING OUT THE INVENTION

Although precise measurement of stress-strain relation at strain rates around 10 s−1 was very difficult, a recently developed sensing block type impact tensile tester has allowed the precise measurement thereof.


The inventors of the present invention applied the sensing block type impact tensile tester to investigate the absorbed energy of high tensile cold-rolled steel sheet at strain rates around 10 s−1, and derived the following findings.


1) To increase the absorbed energy, it is important to control the microstructure so as the area percentage of ferrite to become 50% or larger, the area percentage of martensite to become 10% or larger, and the ratio of intervals of the martensite in the rolling direction to that in the sheet thickness direction to become a range from 0.85 to 1.5, and to bring the nano hardness of the martensite to 8 GPa or larger.


2) To attain that microstructure, it is important to adjust the balance of ingredients mainly of C, Mn, and Si, and to control appropriately the coiling temperature, the cold-rolling reduction, the annealing temperature, and the cooling rate after annealing. In particular, the strength-elongation balance and the crashworthiness are improved by setting higher annealing temperature when the coiling temperature and the cold-rolling reduction are at high level, thereby forming the martensite while minimizing the formation of a banded structure.


3) With the actions of 1) and 2), the high tensile cold-rolled steel sheet attains higher absorbed energy than that of conventional high tensile cold-rolled steel sheet having the same tensile strength therewith.


The present invention has been perfected based on these findings. The detail of the present invention is described in the following.


1. Ingredients


C:


The C content is required to be 0.04% by mass or more to control the tensile strength appropriately and to assure the area percentage of martensite to 10% or larger. If, however, the C content exceeds 0.13% by mass, the weldability significantly deteriorates. Accordingly, the C content is specified to a range from 0.04 to 0.13% by mass, and preferably from 0.07 to 0.12% by mass.


Si:


Silicon is an important element to control the dispersed state of martensite and to control the nano hardness of the martensite. To prevent the softening of the martensite during cooling after annealing, the Si content is required to be 0.3% by mass or more. If, however, the Si content exceeds 1.2% by mass, the effect saturates, and the chemical conversion treatment performance significantly deteriorates. Consequently, the Si content is specified to a range from 0.3 to 1.2% by mass, and preferably from 0.4 to 0.7% by mass.


Mn:


The Mn content is required to be 1.0% by mass or more to assure 590 MPa or higher tensile strength. Manganese is extremely effective to increase the nano hardness of martensite. If, however, the Mn content exceeds 3.5% by mass, the strength significantly increases, and the elongation largely decreases. Therefore, the Mn content is specified to a range from 1.0 to 3.5% by mass, and preferably from 2.3 to 2.8% by mass.


P:


Phosphorus segregates in prior-austenite grain boundary to deteriorate the low temperature toughness, and also segregates in steel to increase the anisotropy of steel sheet, thus deteriorating the workability. Accordingly, the P content is specified to 0.04% by mass or less, and preferably 0.02% by mass or less. Smaller P content is more preferable.


S:


When S segregates in prior-austenite grain boundary or when large amount of S precipitates as MnS, the low temperature toughness decreases, and hydrogen crack tends to occur. Consequently, the S content is specified to 0.01% by mass or less, and preferably 0.006% by mass or less. Smaller S content is more preferable.


Al:


Aluminum is added as an effective element to deoxidizing steel to improve the cleanliness thereof. To attain the effect, the Al content is preferably adjusted to 0.001% by mass or more. If, however, the Al content exceeds 0.07% by mass, a large amount of inclusions appears to cause flaws on the cold-rolled steel sheet. Therefore, the Al content is specified to 0.07% by mass or less, and preferably 0.05% by mass or less.


Balance includes Fe and inevitable impurities. The inevitable impurities are N, 0, Cu, and the like. Since N enhances aging and deteriorates elongation properties, the N content is preferably limited to 0.005% by mass or less.


Other than the above basic elements, addition of at least one element selected from the group consisting of 0.5% or less Cr, 0.3% or less Mo, 0.5% or less Ni, and 0.002% or less B, by mass is effective to improve the quenchability and to control the amount of martensite.


Cr:


Chromium is preferably added by an amount of 0.02% by mass or more to improve the quenchability and to control the amount of martensite. However, the Cr content exceeding 0.5% by mass deteriorates the performance of electrodeposition coating which is given to the press-formed parts. Accordingly, the Cr content is specified to 0.5% by mass or less, and preferably 0.2% by mass or less.


Mo:


Molybdenum is preferably added by an amount of 0.05% by mass or more to improve the quenchability and to control the amount of martensite. If, however, the Mo content exceeds 0.3% by mass, the cold-rolling performance deteriorates. Consequently, the Mo content is specified to 0.3% by mass or less, and preferably 0.2% by mass or less.


Ni:


Nickel is preferably added by an amount of 0.05% by mass or more to improve the quenchability and to control the amount of martensite. If, however, the Ni content exceeds 0.5% by mass, the cold-rolling performance deteriorates. Consequently, the Ni content is specified to 0.5% by mass or less, and preferably 0.3% by mass or less.


B:


Boron is preferably added by the amount of 0.0005% by mass or more to improve the quenchability and to control the amount of martensite. If, however, the B content exceeds 0.002% by mass, the cold-rolling performance deteriorates. Consequently, the B content is specified to 0.002% by mass or less, and preferably 0.001% by mass or less.


Other than the previously described basic ingredients, or other than the basic ingredients with the addition of above elements, the addition of at least one element selected from the group consisting of 0.05% or less Ti and 0.05% or less Nb, by mass, is more effective in improving the quenchability, refining the ferrite, and controlling the dispersion of martensite.


Ti:


Titanium is preferably added by an amount of 0.005% by mass or more to refine the ferrite grains and thus to control the dispersion of martensite. If, however, the Ti content exceeds 0.05% by mass, the effect saturates. Therefore, the Ti content is specified to 0.05% by mass or less, and preferably from 0.005 to 0.02% by mass or less.


Nb:


With the similar reason to that of Ti, the Nb content is specified to 0.05% by mass or less, and preferably from 0.005 to 0.02% by mass.


2. Structure


2-1. Area Percentage of Ferrite


To attain 16000 MPa·% or larger strength-elongation balance (TS*El), the area percentage of ferrite is required to be adjusted to 50% or larger. If the area percentage of the ferrite is smaller than 50%, the amount of hard phase other than the ferrite becomes large, which results in excess strength to deteriorate the strength-elongation balance. At strain rates around 10 s−1, since the increase in the stress during deformation of ferrite is large, if the area percentage of ferrite is small, the absorbed energy cannot be increased. Accordingly, the area percentage of ferrite is preferably in a range from 60 to 80%.


2-2. Area Percentage of Martensite


To attain 16000 MPa·% or larger strength-elongation balance (TS*El) and to improve the crashworthiness, the area percentage of martensite is required to be adjusted to 10% or more. If the area percentage of martensite is smaller than 10%, satisfactory crashworthiness cannot be attained. The area percentage of martensite is preferably in a range from 20 to 40%.


Other than the ferrite and the martensite, the presence of austenite, bainite, cementite, pearlite, and the like is acceptable. These additional phases, however, are preferably less as far as possible, and 10% or smaller area percentage thereof is preferred. In particular, since the austenite deteriorates the crashworthiness, the area percentage of austenite is preferably adjusted to smaller than 3%.


The determination of area percentage of ferrite, martensite, and other phases was conducted by: mirror-polishing the sheet-thickness cross section in the rolling direction of the steel sheet; etching the polished surface using a 1.5% nital; observing the etched surface using a scanning electron microscope (SEM) at a position of ¼ sheet thickness to prepare photographs (at ×1000 magnification); and then processing the photographs by an image-analyzer.


2-3. Ratio of Intervals of Martensite


To attain 16000 MPa·% or larger strength-elongation balance (TS*El), and to attain 59 MJ·m−3 or higher absorbed energy up to 10% strain at 10 s−1 or larger strain rate, and 0.100 MJ·m3/MPa or higher absorbed energy up to 10% strain per 1 MPa of tensile strength, the ratio of intervals of the martensite in the rolling direction to that in the sheet thickness direction, (the ratio of intervals of martensite), is required to be adjusted to a range from 0.85 to 1.5. If the ratio becomes smaller than 0.85 or larger than 1.5, sufficient elongation and crashworthiness cannot be attained.


Since martensite is harder than ferrite, and thus becomes a hindrance to the migration of dislocation (strain), the dislocation preferentially moves through a region free from martensite. As a result, when the ratio of intervals of martensite exceeds 1.5, that is, when the intervals of phases in the rolling direction widens larger than the intervals of phases in the sheet thickness direction, or when the ratio of intervals of martensite becomes smaller than 0.85, that is, when the intervals of phases in the sheet thickness direction becomes wider than those in the rolling direction, the dislocation moves through a region of wide intervals of phases, or through a region without the martensite. As a result, sufficient elongation and crashworthiness cannot be attained.


To the contrary, when the ratio of intervals of martensite is between 0.85 and 1.5, and is close to 1, that is, when there is not much difference between the intervals of phases in the sheet thickness direction and those in the rolling direction, the migration of dislocation is suppressed by the martensite, which increases the amount of accumulated dislocation to increase the deformation stress, thereby improving the crashworthiness. In addition, the elongation also increases because the distribution of martensite becomes relatively uniform.


The ratio of intervals of martensite is preferably in a range from 1.0 to 1.3.


According to the cold-rolled steel sheet of the present invention, the ratio of intervals of martensite in the sheet width direction to those in the sheet thickness direction tends to become close to 1 compared with the ratio of intervals of the phases in the rolling direction to those in the sheet thickness direction. According to the present invention, therefore, the direction which maximizes the intervals of martensite is represented by the rolling direction, and the degree of dispersion of martensite is evaluated by the ratio of intervals of phases in the rolling direction to those in the sheet thickness direction.


The ratio of intervals of martensite was determined as follows.


Steel sheet cross section in the rolling direction was observed by SEM. On thus prepared photograph of the section, taken at ×1000 magnification, five lines having 50 μm in width were drawn at spacing of 20 μm or more each in the rolling direction and in the sheet thickness direction. The intervals of martensite existing on each of the lines were measured, and the average intervals thereof in each of the rolling direction and the sheet thickness direction were derived, and then the ratio of the respective average intervals was adopted as the ratio of intervals of phases.


The procedure to determine the ratio of intervals of martensite is described below referring to FIG. 1, where a single line is drawn in each of the rolling direction and the sheet thickness direction.


The average intervals of martensite in the rolling direction are (a1+a2+a3+a4+a5)/5, while those in the sheet thickness direction are (b1+b2+b3)/3.


Therefore, the ratio of intervals of martensite is expressed by

{(a1+a2+a3+a4+a5)/5}/{(b1+b2+b3)/3}.

3. Nano Hardness of Martensite


To attain 59 MJ·m−3/MPa or higher absorbed energy up to 10% strain, and to attain 0.100 MJ·m−3/MPa or higher absorbed energy up to 10% strain per 1 MPa of tensile strength, at 10 s−1 of strain rate, the nano hardness of martensite is further requested to be adjusted to 8 GPa or more.


If the nano hardness is smaller than 8 GPa, the strength-elongation balance and the crashworthiness deteriorate. A presumable reason of the deterioration is that, when the nano hardness of martensite is small and when the deformation stress of martensite is small, the effect of the martensite to suppress the migration of dislocation becomes weak. Larger nano hardness of martensite is more preferable, and 10 GPa or larger nano hardness thereof is preferable.


The nano hardness of martensite is the hardness determined by the following procedure.


Surface of a steel sheet is ground to a position of ¼ sheet thickness, and the surface is treated by electropolishing to remove the grinding strain. The hardness of martensite on the polished surface is determined at 15 points using TRIBOSCOPE (Hysitron, Inc.), and the average value of the 15 point values is adopted as the nano hardness. The measurement was given on almost equal indentation sizes. That is, the determination of hardness was given by adjusting the load so as the contact depth which is proportional to the size of indentation to become 50±20 nm. One side of the indentation was about 350±100 nm.


4. Manufacturing Method


After preparing a molten steel adjusted to above composition by a known method such as the one applying converter, a steel slab was prepared by casting the molten steel by a known method such as continuous casting process. Then, the steel slab was heated, followed by hot-rolling by a known method to obtain a steel sheet.


4-1. Coiling Temperature


The hot-rolled steel sheet is required to be coiled at coiling temperatures ranging from 450° C. to 650° C. If the coiling temperature is below 450° C., the strength of steel sheet increases to increase the possibility of fracture thereof during cold-rolling. If the coiling temperature exceeds 650° C., the banded structure significantly develops and remains even after cold-rolling and annealing, which fails to control the ratio of intervals of martensite within a desired range. The coiling temperature is preferably in a range from 500° C. to 650° C.


4-2. Cold-Rolling Reduction


The coiled steel sheet is required to be cold-rolled at cold-rolling reductions ranging from 30 to 70%. If the cold-rolling reduction is smaller than 30%, the structure becomes coarse, and the target ratio of intervals of martensite becomes smaller than 0.85, thereby deteriorating both the elongation and the crashworthiness. If the cold-rolling reduction exceeds 70%, banded structure is formed after annealing, and the ratio of intervals of martensite exceeds 1.5.


4-3. Heating Temperature During Annealing


Since, even within the range of the present invention, high coiling temperature and high cold-rolling reduction likely generate the banded structure, the annealing needs to be given at elevated temperatures to avoid the formation of band structure. To do this, the heating temperature during annealing is required to be varied depending on the coiling temperature and the cold-rolling reduction, or to be required to enter a temperature region of [the coiling temperature+the cold-rolling reduction percentage×4.5]−[the coiling temperature+the cold-rolling reduction percentage×5.5] (° C.). If the heating temperature is below [the coiling temperature+the cold-rolling reduction percentage×4.5], the banded structure cannot be diminished, the desired ratio of intervals of martensite cannot be attained, and further the diffusion of substitution elements such as Si and Mn becomes insufficient, thereby failing in attaining 8 GPa or larger nano hardness of martensite. If the heating temperature exceeds [the coiling temperature+the cold-rolling reduction percentage×5.5] (° C.), the austenite diffuses nonuniformly during heating, which fails to attain the desired ratio of intervals of martensite. Furthermore, the nano hardness of martensite cannot be increased to 8 GPa or larger, thus deteriorating the elongation and the crashworthiness presumably because the austenite become coarse and the martensitic block size after annealing becomes coarse.


To bring the ratio of intervals of martensite to further preferable range from 1.0 to 1.3, it is preferred to conduct heating within an austenite single phase region above the Ac3 transformation point, while not exceeding the above upper limit temperature. Particularly when the cold-rolling reduction is 60% or larger, heating is preferably done in the austenite single phase region.


The holding time during heating is preferably 30 seconds or more because less than 30 seconds of heating may form martensite at 10% or larger area percentages after annealing and may raise difficulty in attaining stable characteristics over the whole length of the coil. If, however, the holding time exceeds 60 seconds, the effect saturates, and the manufacturing cost increases. Therefore, the holding time is preferably not more than 60 seconds.


4-4. Cooling Condition After Annealing


The annealed steel sheet is required to be cooled to 340° C. or below at cooling rates of 10° C./sec or higher. If the cooling rate is lower than 10° C./sec, or if the cooling-stop temperature exceeds 340° C., the desired nano hardness of martensite cannot be attained. The cooling rate referred to herein is the average cooling rate between the lower limit temperature of the above heating temperatures, or [the coiling temperature+the cold-rolling reduction percentage×4.5] (° C.), and the temperature to cool at cooling rates of 10° C./sec or higher.


If the cooling rate exceeds 50° C./sec, the cooling likely becomes nonuniform, and the desired characteristics in the width direction of the steel sheet may not be attained. Accordingly, the cooling rate is preferably adjusted to 50° C./sec or smaller.


The temperature for cooling at that cooling rate is preferably adjusted to 300° C. or below, and 270° C. or below is more preferable.


The treatment after the cooling at that cooling rate is not specifically limited. For example, cooling to room temperature may be given by a known method such as air-cooling (allowing standing) and slow-cooling. The reheating after the cooling, however, should be avoided because the reheating tempers to soften the martensite.


As described above, since the annealed steel sheet is required to be rapidly cooled at cooling rates of 10° C./sec or higher, the annealing is advantageously conducted in a continuous annealing furnace. The 30 seconds or longer holding time in the continuous annealing process can be attained by selecting the annealing temperature (ultimate highest temperature in the continuous annealing) to a temperature in the above heating temperature region, and by holding the steel within the temperature region for 30 seconds or more. For example, the soaking time (or called the “annealing time”) at the annealing temperature may be selected to 30 seconds or more, or, after reaching the annealing temperature, the steel may be slowly cooled to the lower limit of the above heating temperature region, while adjusting the retention time in the heating temperature region to 30 seconds or more.


EXAMPLE 1

Steel Nos. A to ZZ having the respective compositions given in Table 1-1 and Table 1-2 were ingoted by a converter, and then they were treated by continuous casting to prepare the respective slabs. These slabs were heated to temperatures ranging from 1100° C. to 1250° C., followed by hot-rolling, thus prepared the respective steel sheets having thicknesses given in Table 2-1 and Table 2-2. These steel sheets were coiled at the respective coiling temperatures given in Table 2-1 and Table 2-2. Then, cold-rolling, continuous annealing, and controlled cooling were given to these steel sheets under the conditions given in Table 2-1 and Table 2-2, thus obtained the respective high tensile cold-rolled steel sheet Nos. 1 to 39.


The Ac3 transformation point given in Table 1-1 and Table 1-2 was determined by preparing samples from the respective sheet bars after hot-rough-rolling, using Thermec Master Z of Fuji Electronics Industrial Co., Ltd.


Thus prepared respective high tensile cold-rolled steel sheets were subjected to structural observation, ordinary static tensile test, sensing block type high speed tensile test at 10 s−1 of strain rate, and nano hardness test.


The structural observation and the nano hardness test were given by the above-described methods, thereby determining the area percentage of ferrite and martensite, the ratio of intervals of martensite, and the nano hardness of martensite.


The ordinary static tensile test and the sensing block type high speed tensile test at 10 s−1 of strain rate were given by the following methods.


i) Static tensile test: With a JIS No. 5 specimen defining the direction lateral to the rolling direction as the longitudinal direction, the tensile strength TS and the elongation El were determined in accordance with JIS Z2241.


ii) Sensing block type high speed tensile test: The tensile test was given in the lateral direction to the rolling direction at 10 s−1 of strain rate, using a Sensing block type impact tensile tester (TS-2000, Saginomiya Seisakusho, Inc.) The absorbed energy up to 10% strain and the absorbed energy up to 10% strain per 1 MPa of tensile strength were determined.


The results are given in Table 3-1 and Table 3-2.


The high tensile cold-rolled steel sheet Nos. 1, 3, 5, 7, 8, 10, 12, 14 to 19, 21 to 23, 29 to 34, and 37 to 39, which were the Examples of the present invention, showed 590 MPa or higher tensile strength and 16000 MPa·% or higher excellent strength-elongation balance, further gave 59 MJ·m−3 or higher absorbed energy up to 10% strain at 10 s−1 of strain rate, and 0.100 MJ·m−3/MPa or higher absorbed energy up to 10% strain per 1 MPa of tensile strength, which proves their excellent crashworthiness.

TABLE 1-1SteelChemical composition (mass %)Ac3No.CSiMnPSAlNCrMoNiBTiNb(° C.)A0.0610.412.780.0130.0050.0350.004878B0.1220.322.640.0150.0040.0320.003853C0.0900.572.580.0120.0050.0370.004875D0.0820.682.010.0100.0030.0240.004882E0.0550.461.540.0120.0050.0340.003883F0.1000.492.460.0140.0040.0360.004868G0.0850.692.720.0130.0030.0210.005882H0.1150.422.350.0090.0020.0270.004860I0.0950.922.500.0150.0040.0340.003889J0.0750.532.410.0130.0010.0360.0030.03878K0.0790.512.370.0140.0030.0290.0040.1879L0.0920.352.130.0120.0020.0400.0020.08864M0.0860.552.310.0100.0040.0330.0030.0005875N0.0710.422.360.0080.0030.0350.0040.060.0008877











TABLE 1-2










Steel
Chemical composition (mass %)
Ac3





















No.
C
Si
Mn
P
S
Al
N
Cr
Mo
Ni
B
Ti
Nb
(° C.)
























O
0.087
0.64
2.69
0.014
0.005
0.026
0.003




0.009

879


P
0.092
0.59
2.53
0.011
0.004
0.032
0.004

0.05


0.006

876


Q

0.033

0.68
2.53
0.012
0.003
0.025
0.004






902


R
0.105

0.21

2.38
0.010
0.005
0.038
0.004






854


S
0.098
0.43

0.82

0.013
0.002
0.033
0.003






866


T
0.075
0.54

3.8

0.013
0.002
0.033
0.004






879


U

0.152

0.72
2.69
0.013
0.002
0.033
0.003






863


V
0.052
0.47
1.42
0.033
0.003
0.032
0.005






885


W
0.125
0.39
1.58
0.025
0.003
0.037
0.004






856


X
0.075
0.51
2.39
0.029
0.005
0.025
0.005






877


Y
0.077
0.99
1.27
0.010
0.003
0.020
0.004






898


Z
0.072
0.55
2.56
0.018
0.003
0.036
0.003





0.012
880


ZZ
0.108
0.63
2.61
0.013
0.004
0.035
0.003




0.018
0.014
871







* Underline designates outside the range of the invention.





















TABLE 2-1












Coiling
Hot-rolled
Cold-rolling
Cold-rolled
[Coiling temperature +
[Coiling temperature +


Steel sheet

temperature
sheet thickness
reduction
sheet thickness
cold-rolling reduction
cold-rolling reduction


No.
Steel No.
(° C.)
(mm)
(%)
(mm)
percentage × 4.5] (° C.)
percentage × 5.5] (° C.)





 1
A
600
3.2
50
1.6
825
875


 2
A
600
2.2

27

1.6
722
749


 3
B
600
3.2
44
1.8
798
842


 4
B
600
3.2
44
1.8
798
842


 5
C
550
3.0
53
1.4
789
842


 6
C
550
4.8

71

1.4
870
941


 7
D
600
2.4
50
1.2
825
875


 8
E
450
2.4
58
1.0
711
769


 9
E
450
2.4
58
1.0
711
769


10
F
650
3.0
40
1.8
830
870


11
F
650
3.0
40
1.8
830
870


12
G
600
2.0
50
1.0
825
875


13
G
600
2.0
50
1.0
825
875


14
H
500
3.2
50
1.6
725
775


15
I
550
3.2
44
1.8
748
792


16
J
600
2.6
46
1.4
807
853


17
K
650
3.6
36
2.3
812
848


18
L
600
3.2
50
1.6
825
875


19
M
550
3.6
36
2.3
712
748


20
M

700

3.6
36
2.3
862
898





















Temp. of




Steel sheet
Maximum heating
Holding time in heating
Average
forcefully stop



No.
temp. (° C.)
temp. region (s)
cooling rate (° C./s)
cooling (° C.)
Remark







 1
830
30
20
250
Example



 2
730
60
20
250
Comparative example



 3
810
90
25
275
Example



 4

760

90
25
275
Comparative example



 5
820
80
20
250
Example



 6
880
80
20
250
Comparative example



 7
860
60
30
220
Example



 8
850
110
40
200
Example



 9

800

110
40
200
Comparative example



10
840
60
15
240
Example



11
840
60
5
240
Comparative example



12
840
90
40
250
Example



13
840
90
40

350

Comparative example



14
770
90
20
230
Example



15
780
80
20
260
Example



16
820
60
10
290
Example



17
840
60
20
270
Example



18
830
75
25
240
Example



19
730
70
15
280
Example



20
880
70
15
280
Comparative example









* Underline designates outside the range of the invention.





















TABLE 2-2












Coiling
Hot-rolled
Cold-rolling
Cold-rolled
[Coiling temperature +
[Coiling temperature +


Steel sheet

temperature
sheet thickness
reduction
sheet thickness
cold-rolling reduction
cold-rolling reduction


No.
Steel No.
(° C.)
(mm)
(%)
(mm)
percentage × 4.5] (° C.)
percentage × 5.5] (° C.)





21
N
550
3.6
56
1.6
802
858


22
O
500
3.2
69
1.0
811
880


23
P
600
3.2
44
1.8
798
842


24

Q

600
3.6
36
2.3
762
798


25

R

550
3.2
38
2.0
721
759


26
S
550
3.2
44
1.8
748
792


27

T

600
3.2
50
1.6
825
875


28

U

500
3.2
50
1.6
725
775


29
G
600
2.0
50
1.0
825
875


30
V
600
2.0
50
1.0
825
875


31
W
480
2.3
57
1.0
737
794


32
H
500
3.2
50
1.6
725
775


33
X
580
2.6
62
1.0
859
921


34
P
600
3.2
63
1.2
884
947


35
P
600
3.2
44
1.8
798
842


36
Y
500
2.8
64
1.0
788
852


37
Y
610
2.8
61
1.1
885
946


38
Z
520
3.2
50
1.6
745
795


39
ZZ
620
2.4
33
1.6
769
802





















Temp. of




Steel sheet
Maximum heating
Holding time in heating
Average
forcefully stop



No.
temp. (° C.)
temp. region (s)
cooling rate (° C./s)
cooling (° C.)
Remark







21
840
60
20
250
Example



22
840
90
35
210
Example



23
820
90
15
240
Example



24
780
80
15
270
Comparative








example



25
740
60
20
260
Comparative








example



26
760
60
15
250
Comparative








example



27
830
75
25
240
Comparative








example



28
750
70
15
260
Comparative








example



29
840
90
40
340
Example



30
840
90
15
250
Example



31
780
90
10
300
Example



32
730
45
15
320
Example



33
885
300
15
250
Example



34
910
360
15
300
Example



35

910

300
15
300
Comparative








example



36
800
60
50

350

Comparative








example



37
902
60
20
280
Example



38
770
130
30
260
Example



39
790
90
15
250
Example









* Underline designates outside the range of the invention.





















TABLE 3-1
















Area





Tensile

Area
Area
percentage
Ratio of


Steel sheet

strength
Elongation
percentage
percentage
and kind of other
intervals of


No.
Steel No.
(MPa)
(%)
of ferrite (%)
of martensite (%)
phase (%) (kind)
martensite





 1
A
843
19.5
70
30
0
1.36


 2
A
820
18.9
75
25
0

0.71



 3
B
886
18.1
60
40
0
1.50


 4
B
852
17.8
70
30
0

1.59



 5
C
821
21.6
65
35
0
1.26


 6
C
842
18.3
55
45
0

1.57



 7
D
708
24.0
80
20
0
1.13


 8
E
621
27.1
80
20
0
1.21


 9
E
673
23.2
70
30
0

1.57



10
F
834
21.8
70
30
0
1.29


11
F
808
19.1
70
30
0
1.29


12
G
867
20.6
60
40
0
1.15


13
G
821
18.8
60
40
0
1.15


14
H
849
21.5
65
35
0
0.95


15
I
854
19.7
75
25
0
1.02


16
J
803
23.1
80
20
0
1.20


17
K
857
20.9
75
25
0
1.05


18
L
754
21.5
85
15
0
1.33


19
M
839
21.5
65
35
0
1.10


20
M
880
17.6
55
45
0

1.59




















Absorbed energy*



Steel sheet
Nano hardness of
TS*EI balance
Absorbed energy*
per TS 1 MPa


No.
martensite (GPa)
(MPa · %)
(MJ · m−3)
(MJ · m−3 · MPa−1)
Remark





 1
9.4
16439
88.8
0.105
Example


 2
9.3
15498
77.9
0.095
Comparative example


 3
8.0
16037
88.8
0.100
Example


 4

7.2

15166
78.4
0.092
Comparative example


 5
10.5 
17734
94.4
0.115
Example


 6
10.2 
15409
79.1
0.094
Comparative example


 7
9.3
16992
75.8
0.107
Example


 8
9.5
16829
65.8
0.106
Example


 9
7.4
15614
62.6
0.093
Comparative example


10
11.6 
18181
100.1
0.120
Example


11

7.2

15433
75.1
0.093
Comparative example


12
12.7 
17860
104.9
0.121
Example


13

7.5

15435
78.8
0.096
Comparative example


14
12.1 
18254
100.2
0.118
Example


15
9.6
16824
90.5
0.106
Example


16
10.6 
18549
95.6
0.119
Example


17
12.7 
17911
99.4
0.116
Example


18
9.7
16211
80.7
0.107
Example


19
11.2 
18039
96.5
0.115
Example


20
10.2 
15488
83.6
0.095
Comparative example







* Underline designates outside the range of the invention.





















TABLE 3-2
















Area





Tensile

Area
Area
percentage
Ratio of


Steel sheet

strength
Elongation
percentage
percentage
and kind of other
intervals of


No.
Steel No.
(MPa)
(%)
of ferrite (%)
of martensite (%)
phase (%) (kind)
martensite





21
N
892
21.1
60
40
0
1.00


22
O
822
22.7
70
30
0
1.27


23
P
849
21.0
65
35
0
1.25


24

Q

531
29.2
95
5
0

1.72



25

R

793
18.2
75
25
0

1.58



26

S

559
27.1
85
15
0

1.73



27

T

973
14.3
60
40
0

1.62



28

U

1054
13.9

45

55
0

1.67



29
G
825
20.1
60
40
0
1.15


30
V
639
26.3
70
25
5 (bainite)
1.14


31
W
789
21.2
73
18
9 (bainite)
1.18


32
H
783
21.5
63
30
7 (bainite)
0.95


33
X
877
21.5
56
44
0
1.00


34
P
881
21.4
62
38
0
1.02


35
P
910
18.1

43

55
2 (bainite)
1.05


36
Y
622
26.2
90
10
0
1.45


37
Y
701
27.2
74
24
2 (austenite)
1.05


38
Z
825
22.2
82
18
0
1.17


39
ZZ
873
21.3
72
28
0
1.22





















Absorbed energy*




Steel sheet
Nano hardness of
TS*EI balance
Absorbed energy*
per TS 1 MPa



No.
martensite (GPa)
(MPa · %)
(MJ · m−3)
(MJ · m−3 · MPa−1)
Remark







21
13.4 
18821
107.9
0.121
Example



22
12.1 
18659
97.0
0.118
Example



23
11.8 
17829
97.6
0.115
Example



24

7.6

15505
52.0
0.098
Comparative








example



25

7.4

14433
75.3
0.095
Comparative








example



26

7.2

15149
52.5
0.094
Comparative








example



27

7.8

13914
89.5
0.092
Comparative








example



28
9.5
14651
97.0
0.092
Comparative








example



29
8.9
16583
89.1
0.108
Example



30
8.5
16806
66.5
0.104
Example



31
9.3
16727
86.0
0.109
Example



32
12.1 
16835
82.2
0.105
Example



33
12.2 
18856
108.7
0.124
Example



34
13.3 
18853
107.5
0.122
Example



35
7.3
16471
82.8
0.091
Comparative








example



36

7.1

16296
57.8
0.093
Comparative








example



37
10.3 
19067
85.5
0.122
Example



38
10.7 
18315
92.4
0.112
Example



39
10.8 
18595
98.6
0.113
Example









*The value up to 10% strain at 10 s−1 of strain rate.






* Underline designates outside the range of the invention.






Claims
  • 1. A high tensile cold-rolled steel sheet: consisting essentially of 0.04 to 0.13% C, 0.3 to 1.2% Si, 1.0 to 3.5% Mn, 0.04% or less P, 0.01% or less S, 0.07% or less Al, by mass, and balance of Fe and inevitable impurities; having a microstructure containing 50% or larger area percentage of ferrite and 10% or larger area percentage of martensite, and having 0.85 to 1.5 of ratio of intervals of the martensite in the rolling direction to those in the sheet thickness direction; and having 8 GPa or larger nano strength of the martensite.
  • 2. The high tensile cold-rolled steel sheet as in claim 1 further containing at least one element selected from the group consisting of 0.5% or less Cr, 0.3% or less Mo, 0.5% or less Ni, and 0.002% or less B, by mass.
  • 3. The high tensile cold-rolled steel sheet as in claim 1 further containing at least one element selected from the group consisting of 0.05% or less Ti and 0.05% or less Nb, by mass.
  • 4. The high tensile cold-rolled steel sheet as in claim 2 further containing at least one element selected from the group consisting of 0.05% or less Ti and 0.05% or less Nb, by mass.
  • 5. A method for manufacturing high tensile cold-rolled steel sheet, comprising the steps of: hot-rolling a steel slab consisting essentially of 0.04 to 0.13% C, 0.3 to 1.2% Si, 1.0 to 3.5% Mn, 0.04% or less P, 0.01% or less S, 0.07% or less Al, by mass, and balance of Fe and inevitable impurities, into a steel sheet, followed by coiling at coiling temperatures ranging from 450° C. to 650° C.; cold-rolling the coiled steel sheet at cold-rolling reductions ranging from 30 to 70%; annealing the cold-rolled steel sheet by heating to a temperature range of [the coiling temperature+the cold-rolling reduction percentage×4.5]−[the coiling temperature+the cold-rolling reduction percentage×5.5] (° C.); and cooling the annealed steel sheet to temperatures of 340° C. or below at average cooling rates of 10° C./s or higher.
  • 6. The method for manufacturing high tensile cold-rolled steel sheet as in claim 5, wherein the steel slab further contains at least one element selected from the group consisting of 0.5% or less Cr, 0.3% or less Mo, 0.5% or less Ni, and 0.002% or less B, by mass.
  • 7. The method for manufacturing high tensile cold-rolled steel sheet as in claim 5, wherein the steel slab further contains at least one element selected from the group consisting of 0.05% or less Ti and 0.05% or less Nb, by mass.
  • 8. The method for manufacturing high tensile cold-rolled steel sheet as in claim 6 wherein the steel slab further contains at least one element selected from the group consisting of 0.05% or less Ti and 0.05% or less Nb, by mass.
Priority Claims (2)
Number Date Country Kind
2003301473 Aug 2003 JP national
2004208834 Jul 2004 JP national
PCT Information
Filing Document Filing Date Country Kind 371c Date
PCT/JP04/12160 8/18/2004 WO 10/21/2005