| 1. | The stress components form a symmetric array .
应力分量构成了一个对称的数组。 |
| 2. | Among the four choices of stress components shown in figures 4. 4a-d, the first one is most appealing .
图4-4a-d所示的应力分量的四种选择中，最有价值的是第一种。 |
| 3. | Three values of nonparallel boundary stress components can be derived from considerations of equilibrium of the plate .
非平行的边界的应力分量的三个值可以从板的平衡考虑来导得。 |
| 4. | In two and three dimensions the yield limit is reached when a certain function of all the stress components reaches a fixed value .
在二维或三维的情况下，当所有应力分量的某个函数达到某一固定值时可达到屈服极限。 |
| 5. | The variation scope of all stress components at one point can be determined by these equations
该方程和应力椭球方程共同构成了所有应力分量的描述方程。 |
| 6. | Among the four choices of stress components shown in figures 4 . 4a - d , the first one is most appealing
图4 - 4a - d所示的应力分量的四种选择中，最有价值的是第一种。 |
| 7. | An applied tensile or compressive stress resolved into a shear component along a specific plane and direction within that plane
一个实际拉或压应力沿某一特定平面和在该平面特定方向上分解得到的切应力分量。 |
| 8. | The foundation reaction , all the displacements and stress components can obtained . numerical results are compared with exact solutions and those calculated by using saps or sap84
能求出弹性地基板的地基反力，全部位移和应力分量。将数据结果与精确解及sap5或sap84有限元解进行了对比。 |
| 9. | Abstract : the back - analysis on displacements may provide a new method for engineers responsible for the slope engineering design to choose mechanical parameters and some components of the initial stress
文摘:位移反分析的提出，可望为边坡工程设计工程师提供一个确定有关地层力学参数和某些地应力分量的新方法。 |
| 10. | The limits of stresses in the two categories of elastic bodies with piecewise smooth boundaries and the conditions posed by saint - venant ' s principle are deduced and considered as the mathematical expressions of saint - venant ' s principle for the problems
摘要导出两类具有分片光滑边界面和圣维南原理条件的弹性体中应力分量的极限，并把其作为该两类问题的圣维南原理的数学表达。 |
