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1)  Twin shear stress yield criterion
双剪应力屈服准则
2)  generalized twin shear stress yield criterion
广义双剪应力屈服准则
1.
Considering the effect of hydrostatic pressure and intermediate principal stress,the generalized twin shear stress yield criterion,and the associated normal flow rule are used in the plastic stage.
该模型在海冰屈服前采用 Kelvin-Vogit 粘弹性模型,考虑中间主应力和静水压力对海冰屈服的影响,选用广义双剪应力屈服准则作为海冰的屈服判据,屈服后采用相关联的正则流动法则。
3)  three shear stress unified yield criterion
三剪应力统一屈服准则
1.
The three shear stress unified yield criterion has been app.
提出了三剪应力统一屈服准则,三剪屈服准则可更大限度地发挥材料的强度潜力。
4)  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 。
5)  Twin Shear Unified Yield Criterion
双剪统一屈服准则
1.
A unified solution of plastic limit of simply supported circular plates subjected to border uniform distributed loading is presented based on the Twin Shear Unified Yield Criterion.
采用双剪统一屈服准则首次对金属类材料的简支圆板在边缘均布载荷作用下的塑性极限进行求解 ,得出相应的统一解形式。
2.
Based on the twin shear unified yield criterion, the plastic limit loads of simply supported circular plate under uniform annular load are given.
本文采用双剪统一屈服准则首次对受环形均布荷载作用下的简支圆板进行了塑性极限分析,得出了相应的统一解形式。
3.
Based on the Twin Shear Unified Yield Criterion,the ultimate load of clamped circular plates under linear distributed load is obtained.
运用双剪统一屈服准则,对线性荷载的两种不同分布形式作用下的固支圆板进行了弹塑性分析,分别得出了相应的统一解形式。
6)  twin shearing stress criterion
双剪应力准则
补充资料:偏置屈服应力
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性质:应力-应变曲线偏离线性达到规定应变百分数的应力。也有称作残余变形屈服应力。该规定的变形量是人们事先商定的(偏置)。这种场合往往是由于该材料的应力、应变曲线不出现明显的屈服点,故作此规定。以统一衡量材料的力学性能,便于互相比较。当然,规定的该值不应超过该材料的拉伸强度值。

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