摘要
将等向强化模型与运动强化模型分别引入逐级更新 Lagrange有限元列式 ,采用八节点平面应变单元 ,对拉伸筋阻力进行了数值计算 ,并将两种模型的计算结果进行了比较与讨论。运动强化模型更好地反映了板料在拉伸筋处的弯曲反弯过程 ,可以更准确地预测拉伸筋阻力。
An isotropic hardening model and a kinematic one are introduced into Updated Lagrange FEM formula respectively and eight-node plane strain element is employed to calculate drawbead restraining force. The results of the two models are compared and discussed. The kinematic hardening model can better reflect the bending and unbending process of sheet metal during passing through drawbead and predict drawbead restraining force more accurately.
出处
《中国机械工程》
EI
CAS
CSCD
北大核心
2000年第8期936-939,共4页
China Mechanical Engineering
基金
国家自然科学基金资助重点项目! ( 194 72 0 31)
国家"九五"重点科技攻关项目! ( 96- 12 0 - 13)
关键词
等向强化模型
运动强化模型
拉伸筋
阻力计算
isotropic hardening kinematic hardening U.L. FEM drawbead restraining force