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1)  Yu's unified yield criterion
俞茂宏统一屈服准则
2)  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。
3)  unified yield criterion
统一屈服准则
1.
The plastic critical analysis of simply supported circular plates based on unified yield criterion under linear and uniformly distributed load was carried out,and two forms of loads were considered.
采用统一屈服准则对线性和均布荷载共同作用下的简支圆板进行了塑性极限分析,并考虑了2种荷载形式,分别得出了极限解的表达式。
4)  unified strength theory proposed by Yu Mao hong
俞茂宏统一强度理论
1.
The plastic limit loads of protecting cover of pressure detector are investigated based on the unified strength theory proposed by Yu Mao hong and the unified solution is obtained.
采用俞茂宏统一强度理论 ,对测压器保护罩进行了塑性极限荷载分析 ,得出了统一解 。
5)  macro-mesoscopic yield criterion
宏细观屈服准则
1.
Finally,a macro-mesoscopic yield criterion of concrete material is derived by nonlinear homogenized technique.
把混凝土看作是由骨料、砂浆基体和他们之间的界面组成的复合材料,并假定骨料形状为球形且不屈服以及砂浆基体服从D-P屈服准则,通过引入能量密度支函数来反映砂浆基体的屈服面,并构造一函数逼近序列来解决屈服边界不可导的问题,最后由非线性均匀化技术推得混凝土材料的一个宏细观屈服准则的关系式,并由它探讨了界面连接状态和骨料含量对宏观摩擦系数的影响规律。
6)  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。
补充资料:宏茂
1.宏伟丰茂。
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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