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1)  shear yield criterion
剪切屈服准则
1.
Study on orthotropic shear yield criterion and its numerical implementation;
正交各向异性剪切屈服准则研究及其数值实现
2)  Single shear stress yield criterion
单剪屈服准则
3)  twin shear stress yield criterion
双剪屈服准则
1.
A calculating formula of compression strength for cement-stabilized soil in different sample sizes ratio of height to width (or ratio of height to radius) and surface frictional forces has been derived by twin shear stress yield criterion.
推导了圆柱体试件和长(立)方体试件,分别在不同表面摩擦力和不同高宽(径)比下基于双剪屈服准则下抗压强度的理论计算公式,并与实验结果比较所得结果与实验结果甚为吻合。
2.
The yield conditions of axisymmetric circular plate and shallow spherical shell of reinforced concrete based on Twin shear stress yield criterion are presented in the paper.
导出了基于双剪屈服准则的钢筋混凝土球扁壳的屈服条件 ,并利用此屈服条件求解出其极限荷载。
3.
Then the yield conditions of the reinforced concrete plates with bilateral layout are derived employing the twin shear stress yield criterion.
利用双剪屈服准则建立了用机动法计算钢筋混凝土薄板极限载荷的新的塑性铰线理论 ,并导出了双向布置钢筋的钢筋混凝土板的屈服条件 ,实例计算表明其更符合实验结果 。
4)  triple-shear yield criterion
三剪屈服准则
1.
The material unified elasto-plastic constitutive model based on triple-shear yield criterion;
基于三剪屈服准则的材料弹塑性统一本构方程
2.
By taking account of the actions of the whole three principal shear stresses acting on the dodecahedron element,a triple-shear yield criterion for materials was proposed.
通过考虑十二面体单元三个主剪面应力对的共同作用,提出了材料的三剪屈服准则,其特点是通过改变准则中的中间主应力效应参数b就能精确表达常用的Tresca屈服准则、Mises屈服准则和Mohr-Coulomb强度准则。
5)  shear yielding
剪切屈服
6)  Twin shear stress yield criterion
双剪应力屈服准则
补充资料:剪切屈服
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性质:高聚物在剪切作用下产生的屈服。在屈服点以前,形变是可逆的,而屈服点以后由于塑性流动发生,形变成为不可逆。

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