1) plastic shear force
塑性剪切力
1.
The formation and characters of elastic shear force and plastic shear force are analyzed.
分析弹性剪切力和塑性剪切力的形成及特征,剖析以往解析分析中存在的问题。
2) plastic shear zone
剪切塑性区
1.
Relied on the analyses on the effects from the displacement deformation,distribution of the plastic shear zones and the underground water therein,it is concluded that the steep ridge of the deposit body under water is to be failed firstly after the normal impoundment of the reservoir,and t.
从位移变形情况、剪切塑性区分布情况及地下水等影响因素分析,得出结论:水库正常蓄水后,堆积体水面以下的陡坎部位首先破坏,随后牵引堆积体中间部位沿底层滑移面滑动,发生局部的牵引式逐级滑动破坏模式。
3) shear elastic-plastic
剪切弹塑性
6) plastic shear instability
塑性剪切失稳
补充资料：剪切力
1.使物体发生剪切形变的力叫剪切力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条