1) 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。
2) 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。
3) Twin shear stress yield criterion
双剪应力屈服准则
4) 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。
5) 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。
6) unified yield criteria
统一屈服准则
1.
This paper establishes a unified plastic model for meralic materials regarded the unified yield criteria as plastic potential.
以统一屈服准则中为塑性势。
2.
A new physicalexplanation is given to the unified yield criteria presented early by author.
本文阐述了应力偏量的三种分解形式,给作者早先提出的统一屈服准则以新的物理解释。
补充资料：偏置屈服应力
分子式：
CAS号：
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。
CAS号：
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。
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