塑性全量理论

应用塑性全量理论的Hencky应力应变关系来确定钢管进入塑性后CFRP-钢管混凝土构件的极限承载力，推导出碳纤维拉断时构件极限承载力的解析计算式；

The ultimate bearing capacity of concrete filled CFRP-steel tube is gotten after the steel tube is plastic with the theory of Hencky 's plasticity . The equation is derived for estimating the bearing capacities of the system in the case of CFRP-sheet breaks ;

塑性全量理论的结构强度试验应变数据处理方法研究

Solution of strain data processing based on structure strength test of plasticity total theory

塑性全量理论的变分不等式模式及其无迭代解

The Variational Inequality Formulation for the Deformation Theory in Plasticity and Its Non-Iterative Solution

A被限定在考虑各向同性强化和损伤的塑性全量理论基础上的简单的本构关系。做比例加载和临界损伤达到以后的损伤饱和假定，可以得到损伤演化方程的封闭解。

A. is limited to a simple constitutive law based on the total deformation theory of plasticity accounting for the isotropic hardening and damage The assumptions of proportional loading and damage saturation after the damage threshold lead to a closed form solution for the damage evolution equation .

依据塑性力学全量理论，将岩体单轴压缩的非线性软化本构关系推广，得到复杂应力状态下圆形硐室围岩塑性区的等效应力与等效应变关系；

According to the entire theory of plastic mechanics , the relationship between equivalent stress and equivalent strain of circular chamber plastic zone in the complex stress state is deduced from nonlinear softening constitutive relation of rock under uniaxial compression .