High-strength steel sheet and method for producing the same
A high-strength steel sheet having a tensile strength (TS) of 1,320 MPa or more and good workability. The high-strength steel sheet has a specific component composition and a steel microstructure containing, on an area-percentage basis with respect to the entire steel microstructure, 40% or more and less than 85% of a lower bainite, 5% or more and less than 40% martensite including tempered martensite, 10% or more and 30% or less retained austenite, and 10% or less (including 0%) polygonal ferrite, the retained austenite having an average C content of 0.60% by mass or more. Additionally, a Mn segregation value at a surface of the steel sheet is 0.8% or less, the ratio R/t of a limit bending radius (R) to a thickness (t) of the steel sheet is 2.0 or less, and tensile strength×total elongation of the steel sheet is 15,000 MPa % or more.
1. A high-strength steel sheet comprising:
a component composition including:
C: 0.15% to 0.40%, by mass %,
Si: 0.5% to 2.5%, by mass %,
Mn: 0.5% to 2.4%, by mass %,
P: 0.1% or lower, by mass %,
S: 0.01% or lower, by mass %,
Al: 0.01% to 0.5%, by mass %,
N: 0.010% or lower, by mass %, and
Fe and incidental impurities; and
a steel microstructure containing, on an area-percentage basis with respect to the entire steel microstructure, 40% or more and less than 85% of a lower bainite, 5% or more and less than 40% martensite including tempered martensite, 10% or more and 30% or less retained austenite, and 10% or less (including 0%) polygonal ferrite, the retained austenite having an average C content of 0.60% by mass or more,
wherein:
a Mn segregation value at a surface of the steel sheet is 0.8% or less, the Mn segregation value being defined as a difference between maximum and minimum values of a Mn concentration at the surface as measured by line analysis in a 1-mm-long portion of the surface perpendicular to a rolling direction using electron probe microanalysis (EPMA),
a tensile strength of the steel sheet is 1,320 MPa or more,
a ratio R/t of a limit bending radius (R) to a thickness (t) of the steel sheet is 2.0 or less,
tensile strength×total elongation of the steel sheet is 15,000 MPa·% or more, and
tensile strength×hole expansion ratio of the steel sheet is 50,000 MPa·% or more.
2. The high-strength steel sheet according to claim 1 , wherein the component composition further comprises one or more selected from the following groups A to D:
Group A:
one or more selected from:
Cr: 0.005% to 1.0%, by mass %,
V: 0.005% to 1.0%, by mass %,
Ni: 0.005% to 1.0%, by mass %,
Mo: 0.005% to 1.0%, by mass %, and
Cu: 0.01% to 2.0%, by mass %,
Group B:
one or more selected from:
Ti: 0.005% to 0.1%, by mass %, and
Nb: 0.005% to 0.1%, by mass %,
Group C:
B: 0.0003% to 0.0050%, by mass %, and
Group D:
one or more selected from:
Ca: 0.001% to 0.005%, by mass %, and
REM: 0.001% to 0.005%, by mass %.
3. A method for producing the high-strength steel sheet according to claim 1 , the method comprising:
subjecting a steel slab to hot rolling at a reduction ratio of a first pass in rough rolling of 10% or more and then cold rolling to form a cold-rolled steel sheet,
annealing the cold-rolled steel sheet in a single-phase austenite region for 200 seconds or more and 1,000 seconds or less,
cooling the steel sheet from an annealing temperature to Ac 3 —100° C. at an average cooling rate of 5° C./s or more, and cooling the steel sheet from Ac 3 —100° C. to a first temperature range of a martensitic transformation start temperature (Ms)—100° C. or higher and lower than Ms at an average cooling rate of 20° C./s or more,
after the cooling, increasing the temperature of the steel sheet to a second temperature range of 300° C. or higher, a bainitic transformation start temperature (Bs)—150° C. or lower, and 450° C. or lower, and
after the temperature increase, retaining the steel sheet in the second temperature range for 15 seconds or more and 1,000 seconds or less.
4. A method for producing the high-strength steel sheet according to claim 2 , the method comprising:
subjecting a steel slab to hot rolling at a reduction ratio of a first pass in rough rolling of 10% or more and then cold rolling to form a cold-rolled steel sheet,
annealing the cold-rolled steel sheet in a single-phase austenite region for 200 seconds or more and 1,000 seconds or less,
cooling the steel sheet from an annealing temperature to Ac 3 —100° C. at an average cooling rate of 5° C./s or more, and cooling the steel sheet from Ac 3 —100° C. to a first temperature range of a martensitic transformation start temperature (Ms)—100° C. or higher and lower than Ms at an average cooling rate of 20° C./s or more,
after the cooling, increasing the temperature of the steel sheet to a second temperature range of 300° C. or higher, a bainitic transformation start temperature (Bs)—150° C. or lower, and 450° C. or lower, and
after the temperature increase, retaining the steel sheet in the second temperature range for 15 seconds or more and 1,000 seconds or less.
5. The high-strength steel sheet according to claim 1 , wherein the Mn segregation value is in the range of from 0.34% to 0.8%.
6. The high-strength steel sheet according to claim 2 , wherein the Mn segregation value is in the range of from 0.34% to 0.8%.
7. The method according to claim 3 , wherein the Mn segregation value is in the range of from 0.34% to 0.8%.
8. The method according to claim 4 , wherein the Mn segregation value is in the range of from 0.34% to 0.8%.