isotropic body
- 网络各向同性体;均质体
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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
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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
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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
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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
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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。
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Elasticity of isotropic body
各向异性体弹性力学
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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。
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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。
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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。
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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。
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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
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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
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On the vibration of a transversely isotropic elastic body
横观各向同性弹性体的振动问题
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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
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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。
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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。