全部

1·Under these normal stresses in experiments on gabbro the stick-slip happened.

实验表明辉长岩岩块在上述正应力下均发生粘滑现象。

2·The linear equivalent normal stresses of the base surface can be easily calculated by the formulas of material mechanics.

根据材料力学公式可以计算建基面上任意点的线性化等效正应力。

3·Based upon modification of the normal stresses over the slip surface, the explicit limit equilibrium solution was derived for the 3d safety factor of asymmetric and rotational slopes.

基于滑面正应力修正模式，推导出旋转非对称边坡三维极限平衡安全系数显式解答。

4·The profiles are calculated in such a way that, under normal load conditions, life-reducing edge stresses do not occur at a tilting angle of up to 4' between inner ring and outer ring (Table 5.2).

通过这种方式计算的轮廓，在正常的载荷情况下，内外圈之间的偏斜角度超过4＇时不会发生缩减寿命的边缘应力（表5.2）。

5·Stresses the normal return of the mechanical spring, while the upper right corner of the screen to observe whether the triangle has a reverse action.

讲弹簧机械正常的归零作用，同时要观察屏幕右上角的三角是否有反向动作。

6·Testing study is made on the creep characteristic of regularly dentate discontinuity in the condition of two-axial stresses, and the normal creep rule of regularly dentate discontinuity is analyzed.

通过规则齿形结构面在双轴应力条件下的蠕变试验，对规则齿形结构面剪切蠕变特性进行了深入的研究，分析了规则齿形结构面蠕变的基本规律。

7·The main external factor of solder joints degradation or deviation from an expected normal condition is the time stress such as work and environment stresses.

焊点所承受的各种环境应力和工作应力的时间历程（时间应力）是其疲劳失效的直接外因。

8·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。

9·The test results show that the peak and residual shear stresses increase linearly with the increase of different normal stress histories.

结果表明，岩石节理峰值和残余剪切应力随垂直应力的增加呈线性增长趋势，而剪胀特性已变得不明显。

10·Considerable residual stresses exist in the normal direction.

在其厚度方向存在着可观的残余应力。