1) 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。
2) 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。
3) following yield criterion
后继屈服条件
4) elliptical subsequent yield function
椭圆后继屈服函数
5) yield surface
屈服面
1.
Combination of 3-yield surface model with SMP criterion;
土的三重屈服面应力-应变模型与SMP准则的结合
2.
The simulation of the yield surface of natural sand with experimental data;
由试验数据拟合天然砂土的屈服面
3.
Theory of yield surface and stress strain relation in generalized plastic mechanics;
广义塑性力学中的屈服面与应力-应变关系
6) Yielding surface
屈服面
1.
The unified macro and micro mechanics constitutive model was used to investigate the influence of micro-structural geometry,such as fiber shape and fiber packing array,on the composite initial yielding surfaces under multi-axial loading.
采用宏—细观统一的弹塑性本构模型分析了多轴载荷作用下不同纤维形状、不同纤维排列方式对金属基复合材料初始屈服面的影响。
2.
Standard for the determination of the least favourable direction of ground motion for bridge is established using the yielding surface function proposed by Bresler.
首先利用Ｂｒｅｓｌｅｒ建议的屈服面函数形式作为地震动最不利输入方向的标准，然后由反应谱法确定截面内力（弯矩），并按ＳＲＳＳ法组合，再引入莫尔圆来确定地震动最不利输入方向和截面内力最大值。
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