isotropic body

Stress calculation of a transverse isotropic body using three-dimensional isoparametric elements

用三维等参单元计算横观各向同性体应力

On the General Solutions of Axisymmetric Problems of a Transversely Isotropic Body

关于横观各向同性弹性体轴对称问题的通解

Elasticity of isotropic body elastic plastic fracture mechanics

弹性塑性断裂力学各向异性体弹性力学

Weight Function and Stress Intensity Factors of a Penny Shaped Crack in Transversely Isotropic Body

横观各向同性体圆盘裂纹的权函数和应力强度因子

In this paper , the embedded crack in transversely isotropic body is studied by means of the singular integral equation method .

本文采用奇异积分方程法分析了横观各向同性体中的埋藏裂纹。

Elasticity of isotropic body

各向异性体弹性力学

The general equation of crack opening displacement in transversely isotropic body is easy to be obtained by means of the method in this paper .

横观各向同性体中，埋藏裂纹方位任意时的裂纹张开位移方程，根据本文的方法易于得到。

The general cohesive soil is regarded the isotropic body approximately , its permeability is little , belong to the weak general little filter layer .

一般粘性土可近似为各向同性体，其渗透性小，属弱～微透水层。

Based on the Hu Haichang ′ s solution of transverse isotropic body , the transfer matrix of one - layer foundation is studied and applied in the solution of multi layer foundation .

由横观各向同性弹性体的胡海昌解[1]出发，研究了单层地基的传递矩阵，并应用到多层地基的解答中。

Asphalt concrete is a typical non-homogeneous material , but it is usually treated as a homogeneous and isotropic body in mechanical analysis . This causes the results of theoretical analysis hardly in agreement with actual .

沥青混凝土是典型的非均匀材料，在进行力学分析时通常是将其视为均匀、各向同性体，但是理论分析结果很难与实际相符合。

United solution of asymmetric half-space problem for transversely isotropic elastic body

横观各向同性体非轴对称半空间问题的统一解

On the equilibrium of a transversely isotropic elastic body under body forces

在体积力作用下横观各向同性弹性体的平衡问题

On the vibration of a transversely isotropic elastic body

横观各向同性弹性体的振动问题

Opening Displacement of a Penny-shaped Crack in Transversely Isotropic Piezoelectric Body Subject Arbitrary Point Loadings

含币形裂纹的压电体在点力和点电荷作用下的裂纹张开位移

Based on the actual needs of the engineering , every stratum of layered rock structure can be regarded as the homogeneous and isotropic elastic body . But the layered rock structure itself is discontinuous and heterogenous .

根据工程实际的需要，层状岩石结构中的每一层岩石，均可视为均质、各向同性的弹性体。

A state transfer matrix differential equation was derived from the three-dimensional equilibrium equations and constitutive equations of a homogeneous , isotropic linear elastic body .

本文从三维弹性力学最基本的平衡方程和本构关系出发，推导出状态传递微分方程。