| 1. | A geometrical model for finite elastic - plastic deformation
有限弹塑性变形的几何模型 |
| 2. | A new model for second - order elasto - plastic analysis of steel frames
钢框架结构二阶弹塑性变形的一种实用分析模型 |
| 3. | This method can account for the effect of elastic and plastic deformation
这种方法的优点在于可以同时考虑零件装配过程中的弹塑性变形。 |
| 4. | Pore deformation of low - permeability gas reservoirs is characteristic of elastic plastic deformation
低渗透气藏孔隙变形具有弹塑性变形的特征。 |
| 5. | And the plastic sway between layers is calculated by analysis of plastic history and the simplified calculation method
层间弹塑性变形是通过弹塑性时程分析和简化计算方法进行的。 |
| 6. | A void growth equation is derived for elastic - plastic deformation process by means of representative volume element ( rve )
摘要采用体胞模型的分析方法推导了材料在弹塑性变形阶段的孔洞增长方程。 |
| 7. | Meanwile , the springback principle of minimum potential energy is applied to calculate the springback deformation of a contilever beam occurring elasto - plastic deformation
同时，应用回弹最小势能原理于弹塑性变形悬臂梁的回弹变形计算。 |
| 8. | Aseismatic performance of frame structure intensively depends on it ' s energy absorbency and nonlinear distortion capability , and realization of these capability is based on the damage of structures
结构抗震性能的优劣，强烈地依赖其能量吸收能力和弹塑性变形能力，而这些能力的实现是以结构的损伤为代价的。 |
| 9. | The wire race is more likely to be destroyed in use , one of the main reasons is the elasti - plastic deformation between rolling ball and wire race during the contact process
在实际使用过程中发现作为滚道的钢丝易发生破坏,而造成钢丝破坏的主要原因之一就是滚动体与钢丝在接触过程中相互碾压而发生的弹塑性变形。 |
| 10. | In order to use structure ' s ability of elastic - plastic deformation to consume the earthquake energy , decrease the reaction in the earthquake , ferroconcrete frame structure should be designed into ductile one
为了利用结构的弹塑性变形能力耗散地震能量，减轻地震作用下结构的反应，应将钢筋混凝土框架结构设计成延性框架结构。 |
