| 1. | Non - coaxial plastic flow theory in multi - dimensional stress state
复杂应力状态下岩土体的非共轴塑性流动理论 |
| 2. | Non - linear constitutive model for geomaterials under complicated stress state
复杂应力状态下岩土材料非线性本构模型研究 |
| 3. | Evaluation of the low cycle fatigue life of 2 1 4 cr - 1mo steel under complicated stress state
钢复杂应力状态低周疲劳寿命评估 |
| 4. | Equivalent finite element stresses and safety of arch dams under triaxial stresses
拱坝的有限元等效应力及复杂应力下的强度储备 |
| 5. | But the stress - strain relationship is in complex stress condition after the necking starts
但是，从颈缩开始，其应力应变关系处于复杂应力状态。 |
| 6. | The complex stress calculation formula , after starting of necking in simple tension experiment , is deduced in the paper
导出了单向拉伸试验颈缩开始后复杂应力的计算公式。 |
| 7. | Moreover , there is not the value of ihe influence of loading rates on the behavior of concrete in the states of complex stresses
另外，规范中也没有复杂应力状态下加载速率对混凝土性能影响的指标。 |
| 8. | The problem of ductile fracture of metals under complex stress has been investigated extensively , but has not been resolved as yet
金属材料在复杂应力状态下的韧性断裂是断裂力学研究的重要问题之一。 |
| 9. | The inclined column ' s failure due to a complex stress state resulted in a dramatic stress redistribution as well as a local compressing failure in the wall , in which its capability was not fully used
正是由于转换梁在复杂应力作用下破坏，导致了薄壁柱中大幅度的应力重分布，使其产生局压破坏，且承载力不能得到充分发挥。 |
| 10. | It is suggested that the true triaxial test under different stress paths should be performed to derive reasonable anisotropic yield criterion and further to develop nonlinear anisotropic elastic - plastic constitutive model
建议通过复杂应力条件下不同应力路径的真三轴试验，建立合理的各向异性屈服准则，进而建立各向异性非线性弹塑性模型。 |
