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1)  strain yield condition
应变屈服条件
2)  rheological yield condition
流变屈服条件
3)  yield condition
屈服条件
1.
The method of determining residual stress by yield condition is discussed, and thecomputational formula of residual stress is set up by Mises yield condition.
论述了应用屈服条件确定残余应力的方法,并用Mises屈服条件建立了残余应力的计算公式,给出了确定残余应力的程序,对所提出的方法进行了实验验证。
2.
A cosine yield condition for compressible materials under plane stress is proposed in the paper,and equations of characteristic line and stress along it are derived based on the cosine yield condition.
本文提出了可压缩性材料平面应力问题的余弦屈服条件。
3.
Based on theoretical analysis and calculation example,the usual yield conditions in geotechnical engineering are comparatively studied,and such conclusions are drawn:whenever apply different generalized Von Mises conditions to approximate Mohr-Coulomb condition,we should select corresponding generalized Von Mises condition according to the specific problem and its material parameters.
通过对岩土工程中常用屈服条件的理论分析、算例和对比研究,得出如下结论:采用不同的广义Von Mises条件来逼近Mohr-Coulomb条件时,应该根据具体的问题以及材料参数选择相应的广义Von Mises条件;一般情况下的岩土工程问题,采用Drucker-Prager条件似乎偏于保守,真正的逼近Mohr-Coulomb条件应该介于内角圆和外角圆之间;内角圆偏于保守而外角圆偏于危险,等面积圆是相对合适的折中选择。
4)  yield criterion
屈服条件
1.
The yield criterion for powder metallurgical materials was a key basis of genera lized plasticity theory.
粉末冶金材料屈服条件是广义塑性理论的重要基础。
2.
The yield criterion for powder metallurgy materials is a basis of generalized plasticity theory for these materials,and its mathematical expression has important effect on the estallishment of generalized plasticity theory.
粉末冶金材料屈服条件是粉末冶金材料广义塑性理论的基础 ,其数学表达式对粉末冶金材料广义塑性理论方法的建立有重要影响。
3.
The basic form of yield criterion and its research situation for sintered powder materials is briefly introduced.
介绍了粉末烧结材料屈服条件研究现状和粉末烧结材料屈服条件基本形式 ,分析了几种典型的粉末烧结材料屈服条件 ,从临界弹性变形比能的角度说明了粉末烧结材料屈服的物理意义。
5)  yielding condition
屈服条件
1.
The schemes and the yielding conditions of steel reinforcement in PPC beams;
PPC梁中钢筋的搭配及屈服条件
2.
The yielding condition of reinforced soil from differentreinforced theories have been derived by using that conventionally used in rock-soil mechanics.
介绍了加筋土的摩擦加筋原理和准粘聚力理论,并利用岩土力学中常用的屈服条件推出了不同加筋原理下加筋土的屈服条件。
6)  yield strain
屈服应变
1.
Results show that with the increase of cooling rate or decrease of measurement temperature, both the yield stress and yield time increase, but the yield strain decreases.
发现在相同测量方式下,随降温速率的增大或测量温度的降低,屈服应力增大、屈服时间变长、屈服应变减小。
2.
23,sinking-in will happen for all values of yield strainσ_y/E,but when n<0.
23时,不论屈服应变σ_y/E为何值,在压入过程中所有材料的压痕周围均出现凹陷;当n小于0。
补充资料:屈服应变
分子式:
CAS号:

性质:材料产生屈服时的应变值。通常此值不大。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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