期刊文献+

高强钢动态力学性能及断裂行为研究 被引量:4

Study on dynamic mechanical performance and fracture behaviors of high strength steel
原文传递
导出
摘要 对某马氏体高强钢材料进行准静态及动态拉伸试验,得到在不同应变率下材料的应力-应变关系。对John-son-Cook模型中的应变率强化系数C进行修正,建立了考虑应变率效应的高强钢本构关系。通过对不同应变率、不同加载状态试验的断裂应变进行分析,结果表明,应变率对断裂应变的影响没有规律,而随着应力三轴度的增加,材料的断裂应变降低。对Johnson-Cook断裂模型的参数进行修正,建立了考虑应力三轴度的断裂模型。将Johnson-Cook本构模型和断裂模型的相关参数输入到ABAQUS中进行仿真模拟,仿真结果与试验结果基本一致,从而验证了该本构模型与断裂模型的正确性。 Quasi-static and dynamic tensile tests were conducted on a martensite high strength steel, and the stress- strain relationships in different strain rates were studied. The strain rate constant C was determined in the Johnson- Cook constitutive model, which considered the strain rate effect. The fracture strains obtained from different loading tests were compared. The results show that strain rate has little influence on the fracture, the fracture increases with the stress triaxiality increases. The parameters of the Johnson-Cook damage criteria were determined, which considered the stress triaxiality. The parameters of Johnson-Cook constitutive and damage criteria were applied to the simulation in ABAQUS. The simulation results agreed with the test data, which show that the constitutive and fracture model are correct.
出处 《锻压技术》 CAS CSCD 北大核心 2012年第6期116-121,共6页 Forging & Stamping Technology
基金 国家自然科学基金项目和上海宝钢集团公司联合资助项目(51074204) 北京市自然科学基金资助项目(3112010) 北京市中青年骨干人才培养计划(PHR20110851) 国家自然科学基金国际(地区)合作与交流项目(5111010501011) 北京市科技新星计划项目(2011003) 中国博士后基金项目(2011M500303)
关键词 高强钢 本构关系 性能表征 断裂准则 high strength steel constitutive relation characterization fracture criteria
  • 相关文献

参考文献10

  • 1Xicheng Wei, Renyu Fu, Lin Li. Tensile deformation behavior of cold-rolled TRIP-aided steels over largerange of strain rates[J]. Materials Science and Engineering, 2007, 465 (1- 2, 15): 260 - 266.
  • 2Hoon Huh, Seok-Bong Kim, Jung-Han Song, et al. Dynamic tensile characteristics of TRIP type and DP type steel sheets for an auto-body [J]. International Journal of Mechanical Sci- ences, 2008, 50 (5): 918-931.
  • 3吴青松,王辉,赵江涛,林承江,董烈刚.铁素体马氏体双相钢动态加载下的应变硬化行为[J].塑性工程学报,2010,17(5):114-117. 被引量:5
  • 4邝霜,康永林,于浩,刘仁东.C-Si-Mn冷轧双相钢的应变硬化特性[J].材料工程,2009,37(2):11-14. 被引量:15
  • 5Jacques P J, Furnemont Q, Lani F, et al. Multi scale mechan- ics of TRIP-assisted multiphase steels: Characterization and mechanical testing [J]. Acta Materialia, 2007, 55 ( 11 ) : 3681 - 3693.
  • 6张卿卿,李大永,彭颖红,汪晨.TRIP780高强度钢板动态力学特性的研究[J].塑性工程学报,2009,16(6):6-10. 被引量:11
  • 7康永林,陈贵江,朱国明,宋仁伯.新一代汽车用先进高强钢的成形与应用[J].钢铁,2010,45(8):1-6. 被引量:90
  • 8胡世光,陈鹤峥,李东升,等.钣料冷压成形的工程解析[M].2版.北京:北京航空航天大学出版社,2009:185-189.
  • 9余同希,薛璞.工程塑性力学[M].北京:高等教育出版社,2010.
  • 10Johnson G R, Cook W H. A constitutive model and data for metals subjected to large strains, high strain rates and high temperatures [A]. 7th International Symposium on Ballistics, Am Def Prep Org (ADPA) [C]. The Hague, Netherlands, 1983: 541-547.

二级参考文献57

  • 1单体坤,张卫刚,李淑慧,沈丹平.应力状态对TRIP钢残余奥氏体稳定性的影响[J].上海交通大学学报,2006,40(10):1691-1693. 被引量:12
  • 2付瑞东,邱亮,王存宇,郑炀曾.氮强化高锰奥氏体低温钢的拉伸应变硬化行为[J].材料研究学报,2005,19(2):193-199. 被引量:14
  • 3王瑞珍,罗海文,董瀚.汽车用高强度钢板的最新研究进展[J].中国冶金,2006,16(9):1-9. 被引量:46
  • 4邝霜,康永林,于浩,刘仁东,严玲.DP500冷轧双相钢的组织与性能[J].金属热处理,2007,32(5):51-55.
  • 5冯端.金属物理学[M].北京:科学出版社,1999..
  • 6BHATTACHARYA D. Developments in advanced high strength steels [ A ] . The Joint International Conference of HSLA Steels 2005 and ISUGS 2005 proceedings [C]. Beijing: The Metallurgical Industry Press, 2005. 69-75.
  • 7MONTEIRO S N, REED-HILL R E. On the double n behavior of iron[J]. Metallurgical Transactions, 1971, 2 (10): 2947- 2948.
  • 8RAMOS L F, MATALOCK D K, KRAUSS G. On the deformation behavior of dual phase steels [J]. Metallurgical Transactions, 1979, 10A: 259-261.
  • 9TOMITA Y, OKABAYASHI K. Tensile stress-strain analysis of cold worked metals and steels and dual-phase steels [J]. Metallurgical Transactions A, 1971, 16: 865-872.
  • 10SWIFT H W. Plastic instability under plane stress [J]. Journal of the Mechanics and Physics of Solids, 1952, (1): 1-18.

共引文献120

同被引文献39

引证文献4

二级引证文献18

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部