| 1. | Strength criterion of rock and effect of medium principal stress
岩石的强度准则及中间主应力的影响 |
| 2. | Estimating the dynamic strength of rock using mohr - coulomb and hoek - brown criteria
布朗强度准则用于评估脆性岩石动态强度的适用性 |
| 3. | The foundation of limit equilibrium method is based on mohr - coulomb strength criterion
极限平衡方法是建立在摩尔?库仑强度准则基础之上的。 |
| 4. | Strain rate - dependent tsai - hill strength criteria for a carbon fiber woven reinforced composite
一种碳纤维织物增强复合材料应变率相关的各向异性强度准则 |
| 5. | At the same time , the concrete nonlinear constitutive relation and multiaxial intensity criterion are adopted
同时，引人了混凝土非线性本构关系和多轴强度准则。 |
| 6. | A strength rule formula adapted to cement - soil was deduced , and it provides theoretical supports for analyzing cement - soil with the finite - element method
推导了适合水泥土的强度准则计算公式，为水泥土的有限元分析提供了理论支持。 |
| 7. | Because of the nonlinearity and complexity of mohr - coulomb strength criterion in the reliability analysis for shear strength parameters , modified reliability theory for shear strength parameters is proposed
摘要在抗剪强度参数可靠度分析中，针对摩尔库仑强度准则方程表现出的非线性，给出了修正的可靠度分析方法。 |
| 8. | Basic theory of nonlinear fem analysis and its realization in ansys were studied , three kinds of nonlinear structural behaviors , the basic equations of elastic and plastic problem and strength criterion commonly used were discussed
阐述了三类非线性问题，讨论了弹塑性分析的基本方程和常用的强度准则，并较详细介绍了ansys中有限元仿真分析的基本过程。 |
| 9. | The famous smp ( matsuoka - nakai ) strength criterion in the three - dimensional stress state is brought into the formulas of the rakine soil pressure and the new formulas is proposed in the three - dimensional stress state in this paper
本文将著名的三维应力状态下的smp (松岗?中井)强度准则应用到朗肯土压力计算公式中去，推导了三维应力状态下的朗肯土压力计算公式。 |
| 10. | Analyzing the relation between the strength and deformation of concrete and all constitutive relations given by the vanguard specialists . making a detail discussion on the strength guideline of the concrete and damage mode of the concrete of the in the conditions of different loads
分析研究了混凝土的强度与变形以及前人提出的各种本构关系，探讨了混凝土的强度准则以及混凝土在各种受力情况下的破坏形态。 |
