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1·The tension stress may induce compression stress.

拉应力可以诱发压应力的出现。

2·Once it cracked, the tension stress in the arch dam will reduce greatly.

一旦诱导续开裂，则坝体中的拉应力大为降低。

3·The phenomena of cracking at both sides of the butt is caused by tension stress.

接头的“开花”现象是界面拉应力产生的。

4·The computed results of the transverse distributions of front and back tension stress...

前、后张力横向分布的计算结果与实验结果吻合较好。

5·The simulation results show that a tension stress field is produced with mantle lifting up.

说明了地幔隆起可在盆地区产生拉张环境，正是这种拉张应力场导致了地裂缝的产生。

6·The maximum tension stress appears at the base bottom, which is sensitive to thawing settlement.

路面层底拉应力最大，对融沉变形反映敏感；

7·The results show that the calculations of improving tension stress model are in more agreement than the measured.

计算结果表明，改进后的张力模型计算结果与工业现场实测结果吻合更好。

8·Based on the maximal tension stress theory, formulae of maximal tangential stress and critical load are presented.

根据最大拉应力理论，给出了最大切向拉应力和临界载荷公式。

9·Laying certain thickness heated board can reduce the concrete surface tension stress effectively to prevent crack.

在混凝土表面铺设一定厚度的保温板可以有效的降低混凝土表面的拉应力，防止裂缝的产生。

10·With the standard finite element analysis tension stress appears in the ballast bed in violation of the condition real.

现行的有限元分析方法，得到道床内出现拉应力的分析结果，这与实际情况是相违背的。

张应力

1·Results indicate the local high point height and additional tension stress of rolled strip are proportional to local high point initial height of strip, decrease as rolling reduction ratio increases.

研究结果表明：轧后带钢局部高点高度及附加张应力的大小与来料高点高度成正比，随总轧制压下率的增大而减小。

2·With the increasing of strip width, the transverse difference of front tension stress decreases firstly, and then increases.

随着板宽的增加，前张应力沿横向的差距先减小后增大。