1.
The strain field ahead of a stationary crack tip with plane stress deformation in ductile metal was measured with SEM, by micro grid method and digital image processing.
用显微网格数字图系处理方法，测量了韧性材料平面应力条件下互型单边裂纹尖端附近的应变场。
2.
Under these conditions the state of stress is predominantly plane stress.
在这些条件下，应力状态是平面应力占优势。
3.
We defined the conditions of the plane stress distribution of thin plates subjected to in-plane forces.
我们定义了承受平面力的薄板平面应力分布条件。
4.
octahedral shearing-stress plasticity condition
八面体剪应力塑性条件
5.
Application condition of balanced-section technique and the case analysis
平衡剖面技术应用的条件及实例分析
6.
The coupling matrix is given by the interface displacement compatibility condition and the interface force equilibrium condition.
组合矩阵由交界面位移连续条件和交界面力的平衡条件给出。
7.
Stress verification of a TLP under extreme wave environment
极端环境条件下TLP平台的应力校核(英文)
8.
Surface Residual Stress of Cr12MoV Steel by Different EDM Conditions
不同电火花加工条件下Cr12MoV钢的表面残余应力
9.
Applications of the Elasto-Plastic Finite Element Method Based on the Shear Strength Reduction Technique to Slope Stability Analysis under Plane Strain Condition;
平面应变条件下强度折减弹塑性有限元法及其应用
10.
Stress Analysis and In-Plane Stability of the Gable Portal Frame Members;
山形门架构件的应力分析和平面内稳定
11.
Rock Masses Plane Model Experiment Study Through Boundary Linear Loading;
边界线性加载条件下岩体平面受力模型试验研究
12.
prestressed concrete rail fastening
预应力混凝土轨条扣件
13.
maximum shear stress yield criterion
最大剪切应力屈服条件
14.
Numerical Solution of Slip Line Field and Its BoundaryConditions for Compressible Material in Plane Strain
可压缩材料平面应变滑移线场的数值解和边界条件
15.
Study on the Shear Band of ShangHai Soft Clay under Plain Strain Condition;
上海软粘土平面应变条件下剪切带形成的试验研究
16.
Stress Analysis and In-plane Inelastic Stability of Tapered Members;
变截面构件的应力分析和平面内弹塑性稳定研究
17.
As mentioned above, we have not explicitly used the first condition for equilibrium, that the vector sum of the forces be zero.
如上所述，我们没有直接应用第一平衡条件，即力的矢量和为零。
18.
Experimental Study of Bolt and Anchorage Cable's Coupling Yieldable Support Technology Under High Horizontal Stress
高水平应力条件下锚杆锚索耦合让压支护技术试验研究