The elastic interaction between a wedge disclination dipole and an interfacial crack was investigated.
研究了材料中楔型向错偶极子与界面裂纹的弹性干涉效应。
The elastic interaction between a screw dislocation dipole and a mode III interface crack is investigated.
研究了多晶体材料中螺型位错偶极子和界面裂纹的弹性干涉作用。
The nonlinear property and linear elastic interaction between two units can be simultaneously computed by iterative method.
算例表明，这种方法方便、实用，能较好地反映桩、土非线性特性对基础受力变形的影响。
This paper investigates the problem of the elastic interaction between a screw dislocation dipole and a circular interface crack.
该文研究了螺型位错偶极子和圆形夹杂界面裂纹的弹性干涉作用。
Using the second-order potential theory proposed by the author, this paper gives an investigation to the nonlinear interaction of P and SV waves in isotropic elastic media.
应用作者提出的二阶势理论，本文研究了各向同性弹性介质中P波与SV波的非线性相互作用，得到了相互作用波的表达式。
The interaction between wheel and rail conforms to the Hertzian nonlinear elastic contact theory.
轮轨相互作用遵从赫兹非线性弹性接触理论。
The problem of interaction of the concrete foundation and the elastic base was analyzed to illustrate the application of the proposed method.
在此基础上编制了相应的计算程序并将其应用到混凝土基础与地基相互作用的变形分析。
It is the fundamental reason why the calculated values of settlement and interaction effect, according to elastic theory, are larger than those measured.
这是导致按弹性理论计算沉降和相互作用影响偏大的基本原因。
In this article, the elastic model of lattice vacancy is critically analysed, and a general expression for the interaction energy of vacancy with an arbitrary internal stress system is given.
本文分析了点阵空位的弹性模型，给出点阵空位与任意内应力系统的相互作用能量普遍表达式。
The interaction between an elastic triangular inclusion and a crack is investigated.
的弹性三角包容和裂纹之间的相互作用的影响。
The interaction of some buildings is prescribed in code for seismic resistance by decreasing the shear force and the story displacement, while the decreasing method is based on the elastic conditions.
抗震规范在考虑结构相互作用时规定，剪力和层间位移可以进行折减。
By interaction between ultrasonic waves and elastic medium, it has carried much information of material, which are received in the form of ultrasonic echo signals.
它是利用超声换能器的振动产生的超声波与弹性介质相互作用，从而携带大量有关材料性能的信息，这种信息以超声回波信号的形式被接收到。
The simulation method of the rigid-elastic coupling control system is introduced by using the interaction of the finite element analysis software and the control system simulation software.
该文介绍了交互使用有限元分析软件和控制系统仿真软件实现具有刚柔耦合结构复杂系统的仿真方法。
By interaction between ultrasonic waves and elastic medium, it carries much information of material, which is received in the form of ultrasonic echo signals.
它是利用超声换能器的振动产生的超声波与弹性介质相互作用，从而携带了有关材料组织性能的信息，这种信息随同超声回波信号被接收到。
Based on the theory of elastodynamics, the interaction of elastic surface acoustic waves with surface-breaking defect is studied numerically by using the finite element method.
基于弹性动力学理论，采用有限元方法数值模拟了声表面波沿金属表面传播及其与表面缺陷相互作用的过程。
For low elastic module piles which are often used in composite foundation, have to take compression deformation of piles into account in analysis of pile-soil interaction.
在复合地基中常用的低刚度桩的桩-土相互作用分析中应当考虑桩身压缩的影响。
Because of using the fundamental solutions of layered elastic solids, the proposed method can be used for analysis of the pile-foundation interaction in non-homogeneous soil.
建立桩身单元的位移应力方程时，采用压缩杆理论；建立土体界面单元方程时，采用层状材料基本解。
The elastic modulus of inert element crystal and metal crystal with fcc structure depended on pressure in L-J and Morse interaction are obtained respectively.
根据原子物理晶体模型，采用原子间相互作用的势函数分析方法，得到了由微观物理量表示的金属单晶体杨氏模量的解析计算式。
This paper deals with the problem of interaction between nonlinear elastic geo-medium and multiple structures due to shock wave.
本文讨论了冲击波作用下非线性弹性岩土与相邻多个结构的相互作用问题。
Rigid-Elastic Coupled Model of full vehicle, Acoustical-Structure Interaction Model of car body and Irregularity model of road are built using the technique of Virtual Proving Ground.
借助于虚拟试验场技术建立了用于车内噪声评价的整车刚弹耦合模型、声固耦合车身模型和不平路面模型。
In this paper, the dynamic response of a two-dimensional Structure-soil-structure interaction system placed on an elastic half-space is studied.
本文对于放置在弹性半空间上的二维结构-土-结构相互作用体系的动力响应问题进行了分析和研究。
This paper analyzes the pile-soil interaction adjacent to superficial surcharge, the pile is modeled simple elastic foundation beam, soil to be elastic-plastic deformation body.
本文针对大面积地面堆载条件下的邻近桩基进行分析，假定桩为简单的弹性地基梁，而桩周土作为弹塑性变形体。
The models of interaction between breaking wave and breakwater, elastic vibration, sliding motion and rocking motion of breakwater are presented.
对摇摆和竖直非摇摆状态下两相流的流型以及压差波动进行了研究。
The models of interaction between breaking wave and breakwater, elastic vibration, sliding motion and rocking motion of breakwater are presented.
对摇摆和竖直非摇摆状态下两相流的流型以及压差波动进行了研究。
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