1) postfailure
后继屈服
1.
The authors give a comprehensive derivation of the concrete damaged plasticity model in ABAQUS,which is based on the damage mechanics and can describe the damaged mechanism of concrete during unloading in postfailure stage through introducing a damaged variable.
基于损伤力学原理,通过引入损伤变量的方法,详细推导了ABAQUS中的损伤塑性本构模型,描述混凝土后继屈服阶段及其卸荷后的损伤机制和力学行为。
2) subsequent yield surface
后继屈服面
1.
Then the yield surface and the subsequent yield surface for the RVE under preloading are obtained by the simulation through FEM calculation with the user crystalline material subroutine.
采用晶体塑性理论并结合多晶集合体模型来研究多晶Cu的塑性变形,用双向加载方式模拟材料的双向应力状态和分段加载路径,得到了材料的初始屈服面及在预剪切和预拉伸2种情况下的后继屈服面。
3) following yield criterion
后继屈服条件
4) elliptical subsequent yield function
椭圆后继屈服函数
5) post-yield stiffness
屈服后刚度
1.
By nonlinear time history analysis of SDOF systems, influence of hysteretic model and post-yield stiffness on the inelastic displacement spectrum is discussed.
采用根据我国现行《建筑抗震设计规范》生成的人工地震波,对单自由度体系进行弹塑性时程分析,讨论了滞回模型、屈服后刚度等对弹塑性位移反应谱的影响。
6) post-yield shear failure
屈服后剪坏
1.
This paper presents the experimental study on ultimate ro- tation and ductility of post-yield shear failure beams.
本文对12根均布荷载作用下钢筋混凝土约束梁进行了试验,主要研究其屈服后剪坏的性能。
补充资料：后继
后面继续跟上来；后来接续前头（的）：～有人丨前赴～。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条