1) LC yield locuss
LC屈服面
2) LC yield
LC屈服
1.
The LC yield function,hardening rule and the ellipse yield function of triaxial stress state have been also studied.
引用平均土骨架应力的概念,研究推导出非饱和土的刚度参数随吸力变化而变化的关系式,进而推导得到用平均土骨架应力表述的非饱和土LC屈服面函数以及硬化规律。
3) 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
4) 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。
5) yield surface
屈服表面
1.
The change of stress states can be described with a loading path on the yield surface.
应力状态的变化过程可用屈服表面上的加载轨迹来描述，本文以镦粗为例对变形区中的不同点在屈服表面上的加载轨迹进行了研究。
6) yield surface
屈服曲面
1.
The main contents of the research are:(1)initial yield surface in the stress space,(2)surface of ultimate stness in the stress sauce,(3)reaction between the initial yield surface and the surface of ultimate stress in the stress space.
报导镁合金ＭＢ８薄壁圆管试件在比例加载时Ｐ-ｐ复杂应力状态下的实验结果，主要研究了：(１）初始屈服曲面；（２）强度极限曲面，（３）初始屈服曲面与强度极限曲面的关系。
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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