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1·The concept of constant shear strain point was proposed.

提出了常剪切应变点的概念。

2·A stress-strain diagram can be plotted using shear stress and shear strain.

应力-应变图可以用来表现剪切应力与剪切变形。

3·It is assumed that plastic deformation stems from the localization of shear strain.

岩样的塑性变形假设根源于塑性应变局部化。

4·Higher DA results in higher values of shear strain and volumetric strain in shear band.

扩容角越大，剪切带最终可以获得越来越高的剪切应变和体积应变。

5·The constant shear strain point accounting for the degradation of stiffness was discussed.

对考虑刚度劣化时的常剪切应变点进行了讨论。

6·The strain criterion for ductile shear failure based on the maximum principal shear strain is established.

据此，建立基于最大主剪应变的岩土材料延性剪切破坏应变准则；

7·The different transformation model can produce different shear strain, so they show different shape memory effect.

采取不同的相变模式产生不同的切变应变，合金获得不同的形状记忆效应。

8·Elastic shear strain in shear band was dependent on shear elastic modulus, damage variable and residual shear modulus.

考虑刚度劣化后，剪切带的弹性应变由弹性剪切模量、损伤变量及残余剪切模量确定。

9·The role of shear strain rate of an environmental flow in typhoon propagation is investigated using a shallow water model.

利用浅水波正压模式研究了环境流场切应变率对台风移动的影响。

10·The shear strain fields are degenerated to be zero under the thin plate situation, so there is no shear locking phenomenon.

由于在薄板情况剪应变退化为零，故不出现剪切闭锁现象。