| 1. | This law provides a valuable fundamental equation for solving the distributions of stress and strain of 3d problem
该规律为求解三维问题的应力应变分布，提供了重要的基本方程。 |
| 2. | This results in uneven distribution of stress transmission to deeper layers of cartilage and to the underlying subchondral bone
这导致应力分布不均匀地传导至深层软骨及其下面的软骨下骨。 |
| 3. | As the complexity of source and distribution of stresses , people can not at present control stresses , or even say nothing of using it efficiently
由于应力的来源、分布十分复杂，目前在多数情况下，人们还不能控制应力，更谈不上有效的利用它。 |
| 4. | The results show that the frictions caused by the wall of shear box will influence the distributions of stresses in specimens and the normal pressure stresses on the shear plane
结果表明，剪力盒壁摩擦力将会影响试验土样中的应力分布和剪切面上的正压应力值。 |
| 5. | By means of the structural analysis code ansys the distributions of stress , strain and fatigue damage for three different geometries of the notched bars are analyzed and calculated
利用有限元方法对三种缺口试件进行了应力应变分析和计算，得出了缺口试件应力的多轴分布对寿命损伤的影响。 |
| 6. | So magnetic material will produce non - elastic shape change when it is pressed or drawn . additionally the strength changes of spontaneous magnetization benefits to detect distribution of stress
另外，作用在铁磁材料上的应力能使其自发磁化强度发生变化，为检测材料中的应力分布提供了依据。 |
| 7. | The hardness and thickness of coal seam play a great role in the vertical distribution of stress in coal and the occurrence of rock bunt under the condition of hard roof and hard floor
在“两硬”条件下，煤层厚度与硬度的变化对煤体中的应力分布有着很大的影响，从而对煤岩体系统中冲击矿压的发生有着很大的影响。 |
| 8. | To eliminate the residual stress formed during the process of al board cold rolling , the distribution of stress in the deformation region was stimulated by elas - plastics large deformation finite element analysis
摘要?消除铝板冷轧过程中?生的残馀应力，采用弹塑性大变形有限元法对变形区内残馀应力的分布进行数值模拟。 |
| 9. | The powder was pressed through molding and cold isostatic pressure , which increased the density and decreased the uneven distribution of stress inside the briquet to make the ceramic briquet equally compact
粉料采取模压和冷等静压相结合的方法压制，增大了坯体内部的密度并减少了应力的分布不均，得到均匀致密的陶瓷坯体。 |
| 10. | For the purpose of the architecture , sometimes depth - to - span ratio of coupling beams is very little , so coupling beams are subjected to great moment and shear , and distribution of stress and strain is very complex
由于建筑构造，常有可能出现跨高比较小的洞口连梁，连梁在地震作用下会同时受到很大弯矩与剪力，其受力状态十分复杂。 |
