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1)  tension and compression deformation
拉压变形
2)  thickness deformation
横向拉压变形
1.
The new model considers both the thickness deformation and the shear deformation of the damping layer, and permits to assume different transverse displacements in the active constrained layer and the host structure.
该模型假定阻尼层既横向剪切变形又横向拉压变形,主动约束层和基层存在不同的横向位移。
3)  cold-drawing deformation
冷拉形变
1.
The compound strengthening and toughening of sub-critical quenching and cold-drawing deformation on 20CrMnMo steel was studied.
对20CrMnMo进行亚温淬火热处理和冷拉形变的复合强韧化研究。
4)  tensile deformation
拉伸变形
1.
Study on tensile deformation characteristic of CrMnN stainless steel with metastable austenite;
含亚稳奥氏体铬锰氮不锈钢的拉伸变形特性研究
2.
Interfacial structure and tensile deformation behavior of 16Mn/Zn composites
16Mn/Zn复合材料界面组织结构与拉伸变形行为
3.
By using a mesomechanical analysis device,it was observed that during the tensile deformation of a copper bicrystal,the slipping ways and deforming amounts of two grains with different orientations are differential.
利用介观力学观察设备对Cu双晶拉伸变形行为进行了研究。
5)  deep drawing
拉深变形
1.
For qualitative analysis of deep drawing for rectangular box, quantitative analysis solution of stress in flange has been obtained from the deformation characteristics of rectangular box during deep drawing, on the basis of hypothesis that deformation law of shear stress zero-line is the same as axisymmetric workpieces formed by four corners for deep drawing.
为定量研究盒形件成形的理论 ,根据盒形件拉深变形的特点 ,在假设法兰圆角区剪应力零线上质点的变形规律与四转角组成的轴对称拉深件相同的前提下 ,得到了盒形件法兰变形区定量应力解析解 。
2.
With the deformation characteristics of rectangular box in deep drawing, analytical solution of stress on deform ation area has been obtained on the basis of the hypothesis that deformation law of shear stress zero-line is the same as the corresponding axisymmetric workpie ces, then the fracture limit is predicted.
根据盒形件拉深变形的特点 ,借助轴对称拉深件的变形规律与盒形件圆角区剪应力零线相同的假设 ,得到了方盒形件主要变形区法兰和侧壁的应力解析表达式 ,从而对方盒形件的拉深破裂进行了预测。
6)  tension deformation
拉伸变形
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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