| 1. | Effective stress and strain in finite deformation
有限变形下的等效应力和等效应变问题 |
| 2. | 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 |
| 3. | Under macrostrain large strain , the equivalent effective stress of pure torsion was higher
在大应变下，由扭转实验测得的等效应力值较高。 |
| 4. | The equivalent effective stress - strain curve of pure torsion was five - six times longer than that of tension experiment
由纯扭转实验得到的等效应力应变曲线较拉伸实验延长5 - 6倍。 |
| 5. | The stress fields in locking hooks is changed periodically when the train is passing , so the fatigue design criteria are used to check the stress
本文研究了各个载荷工况下，锁闭钩中的最大等效应力与车辆作用载荷变化的关系。 |
| 6. | Results : with the loss of the alveolar height , the maximum equivalent stress and the principle stress of the upper central incisor periodontium increased
结果：随着牙槽骨高度的降低，上中切牙牙周膜最大等效应力和主应力逐渐增大。 |
| 7. | Some examples prove that the result is stable and the value of equivalent stress is less affected by mesh size . this method provides a reliable way for application of finite element method in high arch dam ' s design
算例结果表明，该方法的计算结果比较稳定，等效应力值受网格尺寸的影响较小，为有限单元法在拱坝设计中的应用提供了一条可靠的途径。 |
| 8. | Through using abaqus software , a numerical simulation of equivalent stress field of flanging deformation process with cone - shaped punch was carried out , and compared with simulation of flanging deformation with column - shaped punch
摘要利用abaqus商用软件，对锥形冲头翻边变形过程的等效应力场进行了数值仿真，并与柱形冲头的翻边变形仿真进行了对比。 |
| 9. | In the paper , the method of equivalent stress is adopted to confirm the outside force of the truss model , and the factor of the angle of inclined column is considered . a design method of the wall was suggested
采用等效应力法确定了桁架模型的外力，即薄壁柱传来的荷载，其中考虑了斜柱的倾角以及反映薄壁柱与转换梁共同作用的薄壁柱端部塑性发展系数的影响。 |
| 10. | Prof , zhu bofang and prof . fu zuoxin present equivalent stress method , which provides an effective way for practical application of finite element method . but how to solve dam body ' s equivalent stress reasonably is still a problem
朱伯芳院士、傅作新教授提出的等效应力法概念为有限元法实用化提供了一条有效的途径，但如何合理求解坝体等效应力仍存在一定的问题。 |
