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1.
A body is said to be in a state of plane stress or alternatively in a two-dimensional or biaxial state of stress.
据称该物体处于平面应力状态或二维应力状态或双轴应力状态。
2.
Supplementary Regulations on Deciding the Place of Main Plain in the State of Plain Stree;
确定平面应力状态主平面位置的一个补充规定
3.
Shortcut of Determining the Direction of the Largest Main Stress under the Status of Plane Stress;
平面应力状态下判定最大主应力方向的捷径
4.
Intuitive Judgment of Maximum Principal Stress′s Direction of Plane Stree Statements;
平面应力状态最大主应力方向的直观判定
5.
Further Discussion for Explorations Confirming Method of Principl Stress Direction under the Plane Stress Condition;
平面应力状态主应力方向确定方法再探
6.
Quick algorithm for flat stress analysis between two sections;
平面应力状态分析中任意两截面上应力的新解法
7.
In plane stress condition, no obvious shear band is observed.
平面应力状态下,未观测到明显的局部化剪切带图案。
8.
A Simple Rule of Visual Determining Main Direction s General Position Under Horizontal Stress State;
直观确定平面应力状态下主方向大体位置的简单规则
9.
Research on constitutive relations of planar stress state of pieces-welded plate based on elastoplastic deformation theory
基于弹塑性形变理论的拼焊板平面应力状态本构关系研究
10.
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。
11.
In every state of stress there exist at least three principal planes, which are mutually perpendicular.
对每一种应力状态,至少存在三个主平面,它们互相垂直。
12.
The Mohr-Coulomb model is based on plotting Mohr's circle for states of stress at failure in the plane of the maximum and minimum principal stresses.
莫尔-库仑模式基于莫尔圆来判断最大和最小主应力平面上的破坏应力状态。
13.
Distribution principle of face force density and stress state for the waved-edge milling insert
波形刃刀片表面受力密度及应力状态分布规律
14.
Softening characteristics of soils and constitutive modeling under plane strain condition
平面应变状态下土体的软化特性与本构模拟
15.
Influence of Bonding Condition between Base and Surface Courses of Asphalt Pavement on Pavement Stress Response
沥青路面基-面层间结合状态对路面应力响应的影响分析
16.
Time History Analysis of Dynamic Response for Saturated Asphalt Pavement
饱和状态沥青路面动力响应的时程分析
17.
Residual stresses under different surface conditions of GH4049 superalloy
GH4049高温合金在表面不同状态下的残余应力
18.
Effect of Bonding Condition between Asphalt Layer and Semi-Rigid Layer on Structural Mechanics Response of Asphalt Pavement
层间接触状态对沥青路面结构力学响应的影响