Fe-Mn-C系TWIP钢的拉伸应变硬化行为研究
来源期刊:钢铁2009年第3期
论文作者:周小芬 符仁钰 苏钰 李麟
文章页码:71 - 74
关键词:TWIP钢; 应变硬化; 形变孪晶
Key words:TWIP steel; strain hardening; deformation twin
摘 要:通过试验研究了Fe-Mn-C系TWIP钢的拉伸应变硬化行为。结果表明:试验钢在拉伸过程中的应变硬化表现为阶段性多n值行为。其应变硬化机制有两种:在0.4%~3%的应变区间为位错强化阶段,10%~50%的应变区间为孪晶强化阶段。在这两个区间内n值皆为定值,而在4%~10%的应变区间n值呈不断上升趋势。
Abstract: The strain hardening behaviour of Fe-Mn-C TWIP steel was investigated.It was showed there existed different n values in different phases during the tensile strain hardening of samples.There were also two strain hardening mechanisms: in the region of 0.4%-3% strain,samples were strengthened by dislocation piling,but in the region of 10%-50% strain,by twinning.In these two regions,the n value kept constant,However,n increased continuously in the region of 4%-10%.The microstructure observation showed that the fractures of the Fe-Mn-C TWIP steel were typical ductile fracture pattern.
周小芬1,符仁钰1,苏钰1,李麟1
(1.上海市上海大学材料科学与工程学院)
摘 要:通过试验研究了Fe-Mn-C系TWIP钢的拉伸应变硬化行为。结果表明:试验钢在拉伸过程中的应变硬化表现为阶段性多n值行为。其应变硬化机制有两种:在0.4%~3%的应变区间为位错强化阶段,10%~50%的应变区间为孪晶强化阶段。在这两个区间内n值皆为定值,而在4%~10%的应变区间n值呈不断上升趋势。
关键词:TWIP钢; 应变硬化; 形变孪晶