The analysis covers plane strain, plane stress and anti-plane strain shear cases.
分析包括了平面应变、平面应力和出平面应变剪切三种情况。
The new result here explains the difference between the cases of plane strain and plane stress.
新的结果还解释了平面应力和平面应变问题的区别。
The restraint level of plane stress is lesser than that of plane strain at the same mixed condition.
平面应力条件下裂端的约束水平远低于相应条件下平面应变时裂端的约束水平。
This paper use the plane strain hypothesis to build a reasonable study model of numerical simulation.
文章根据平面应变假设，建立了合理的数值模拟研究模型。
It is found that lateral deformation exists, which implies the condition of plane strain does not fulfill.
试验表明沿滚轮和轨道的侧向存在变形，不满足平面应变问题的条件。
This paper introduces a new way for defining the maximum principal strain direction in plane strain condition.
本文介绍了一种确定平面应变中最大主应变方向的新方法。
The retaining wall for remaining stability of slope are all designed as plane strain problem in elastic theory.
维护边坡稳定的挡土墙设计，都是按弹性力学平面应变问题分析的。
The general solution for plane strain problems in decagonal quasicrystals accounting for thermal effect is derived.
推导了当考虑热效应时十次对称二维准晶体平面应变问题的通解表示。
Results also show that the scale effect in plane stress state is slightly stronger than that in plane strain state.
并发现在平面应力状态下，梁的梯度效应略强于平面应变状态。
Casing, cement and formation plane strain mechanical model are established, considering casing with initial ovality.
针对套管的不同初始椭圆度建立了套管、水泥环、地层平面应变力学模型。
The extrusion of compressible material in plane strain is analysed in use of UBET and compared to fully dense material.
应用上限元方法分析了可压缩材料平面应变挤压问题，并与致密材料进行了比较。
A kinematically admissible continuous velocity field is established and applied to the plane strain in reversible extrusion.
对平面变形的正反向挤压问题建立运动许可的连续速度场并获得上界解析解。
The values of the plane strain fracture toughness of the seven home-made high strength steels tested by this method are given.
最后给出了用上述方法测定的七种在给定热处理条件下的国产高强钢的平面应变断裂韧度值。
By using plane strain FEM in this paper, the affection is analysed about differential settlements value to pavement structure.
本文运用平面应变有限单元法，分析了不同沉降量对路面结构的影响。
Wave propagation properties for P-SV wave in a free-fixed infinite plate in the state of plane strain problem were investigated.
针对平面应变弹性波动问题，研究了自由-固定边界无限大弹性板中P -SV波的传播特性。
The salt formation is regarded as Maxwell model, and a viscous elastic mechanical model for plane strain features is established.
将盐层作为马克斯威尔体，建立了平面应变问题的粘弹性体力学模型。
This paper gives a method to measure in-plane strain of skew ruled surface shell by using Moire interferometry of sticking film method.
本文首次提出了应用贴片云纹干涉法和变栅距光栅来测量不可展壳体表面面内位移和应变的方法。
Plane strain state is familiar in geotechnical engineering, and estimating the principal stress in the plane strain state is very complicated.
土的平面应变是岩土工程中常见的状态，其中零应变方向的主应力是十分复杂的。
The force transmission between pile and soil in homogeneous base is studied as plane strain occurred by mutual contact of two different media.
把匀质地基中的桩、土之间力传递问题当作两种不同介质相互接触的平面应变问题来研究。
The detailed forms of the functional equations and the final governing equations for solutions are given for the cases of plane strain and plane stress.
对于平面应变及平面应力的情况分别给出函数方程与定解方程的具体公式。
The theory of slip-line field is an effective method for problems of plane strain of perfect plastic solids, and the circle-fan field is used frequently.
滑移线理论是解刚塑性平面应变间题的一种有效方法，而圆扇形场则是常使用的。
In this paper, finite element method for the settlement of composite ground based on composite constitutive law is proPOsed on condition of plane strain.
提出了平面应变条件下复合地基沉降计算的复合本构有限元法。
Study of tests for measuring lateral strain localization of undisturbed clay in the condition of plane strain compression was rarely reported at home and abroad.
原状粘性土在平面应变条件下量测侧向局部变形的试验研究国内外鲜见报导。
Objective To establish the plane strain model of brain tissues on mid-sagittal plane and discuss the relation between the brain tissue deformation and brain injury.
目的建立人体正中矢状平面头部组织的平面应变模型，探讨脑组织变形与大脑损伤间的关系。
With this method, the transversal stresses are solved as a plane strain problem, and consequently the longitudinal stresses are calculated with an analytic formula.
该方法按平面应变问题求解横向温度应力，在此基础上用解析公式计算纵向温度应力。
The approach is based on the assumption that necking mode can be modeled under plane stress conditions and shear localization can be modeled under plane strain conditions.
这种方法是以一种假设为基础的，即可以在平面应力条件下仿照缩颈模式和在平面应变条件下仿照剪切定位，材料是用弹、粘塑性物质构成的仿制品。
Series solutions were derived for the in-plane strain, deflection and bending strain that satisfy the simplified boundary conditions to calculate the shear lag coefficient.
根据简化的边界条件，得到了面内应变和弯曲应变的级数解，进而求得剪力滞后系数。
In order to study the effect of elastic modulus e, to the safety factor and slip plane of slope, a numerical model is founded in plane strain mode for homogeneous soil slope.
为了研究弹性模量对边坡安全系数和滑动面的影响，建立均质土坡数值模型，在不同工况下(无锚和有锚)，分别改变弹性模量，分析它与安全系数和滑动面的关系。
Furthermore, from the analytical results indicate that the shear band mode of discontinuous bifurcation is essentially identical with slip line in the plane strain condition.
进一步分析表明，对于平面应变情形，剪切带同滑移线本质上是一致的。
Strain localization and macroscopically mechanical behaviors of rock specimen with and without material imperfection in plane strain compression were modeled numerically by FLAC.
在平面应变压缩条件下，采用拉格朗日元法研究了材料缺陷对岩样应变局部化及宏观力学行为的影响。
应用推荐