伴有排水的两相饱和介质动力问题的LAMB积分公式

饱和土在动力作用下伴有排水的反应是工程中常见的现象.由于饱和土以两相饱和介质模拟,在已经求得的集中力作用下,两相饱和介质基本解Green函数和三项流相Green函数基础上,由Betti定理出发,推出排水问题的Lamb积分公式和应力公式,并代入相关参数,通过计算得到了中心扩张源问题的位移场、排水状态、孔隙压力等解答.最后给出了当两相介质蜕化为单相介质后,与经典解答比较的结果.     

孔隙介质的时域BEM计算

根据Biot饱和孔隙介质动力方程,结合快、慢纵波解耦法得到时域Green函数U-P表达以及Somigliana表象积分,采用BEM分析了集中力作用下饱和孔隙介质时域动力响应.详细论述了孔隙介质时域边界积分方程的离散化方法与形式,它的Stokes状态解答和借用已有技术成果对计算奇异性的处理.在无量纲材料参数的数值分析计算中,以图表形式给出结果.由于孔隙介质的时域BEM计算在相关文献中较为罕见,因此文中结果会对两相饱和介质动力响应特性等相关研究提供一些新的途径.     

十次对称二维准晶中的楔形裂纹问题

研究了集中力作用下十次对称二维准晶中的楔形裂纹问题.采用推广的Stroh公式给出了应力和位移的一般解,在此基础上,讨论了声子场环向应力和相位子场环向应力的变化规律.作为特例,给出了十次对称二维准晶半无限裂纹问题应力和位移的解析表达式.     

十次对称二维准晶弹性半平面问题的复变函数方法

研究了集中力作用下二维十次对称准晶半平面弹性问题的复变函数方法.首先将Stroh公式推广到二维准晶中,这里保留了Stroh公式的本质特征,在此基础上,采用推广的Stroh公式给出了应力和位移的通解,结合边界条件,获得了应力和位移的解析表达式,为实际应用奠定了理论基础.表明复变函数方法是解决十次对称二维准晶复杂弹性边值问题的有力工具.     

非均匀介质中弹性波动方程的参数摄动法

本文通过对非均匀介质弹性波动方程中的介质参数引入背景场量和摄动量，得到以摄动项为次生源的均匀介质中的波动方程，利用Green函数理论化微分方程为积分方程；然后把均匀介质中的位移波场做为第一次迭代结果，代入积分方程进行位移波场的求解；当扰动量达50%时，此方法仍然有效，分析数值结果，从而对一般非均匀介质中的波场性质有了一个定性了解，结果与一般非均匀介质中的声波局部理论基本一致．     

SH波对界面含有半圆形脱胶的圆柱形弹性夹杂的散射的近似分析

采用Green函数法、复变函数法研究了SH波对界面附近含有半圆形脱胶的圆柱形弹性夹杂的散射,并给出了动应力集中系数的数值结果．首先,界面将整个空间分成上下两部分．在下半空间,给出在含有半圆形凸起的圆柱形弹性夹杂的弹性半空间中,水平表面上任意一点承受时间谐和的出平面线源荷载作用时的位移函数．其次,取该位移函数作为Green函数．上下空间连接时在界面处满足连续性条件,构造出半圆形脱胶裂纹,进而求出应力和位移的表达式．最后作为算例,给出了动应力集中系数的数值结果,分析了介质参数和入射波参数对动应力集中的影响情况．     

三维二次有限元梯度最大模的超逼近

作者证明了在一致四面体剖分下三维二次有限元的第一型弱估计,并给出了三维导数离散Green函数的估计,由此得到了四面体二次元梯度最大模的超逼近．通过这个超逼近还可以获得四面体二次元梯度最大模的超收敛．     

压电压磁复合材料中二维散射问题的解析研究

用极化方法分析了含一二维夹杂的无限压电压磁基体中的波动散射问题．以此为目的,首先构建了二维压电压磁“相对体”的极化方法．当一般性波动退减为简谐振动时,极化方法的核心函数退减为二维谐波Green函数．利用氡变换的解析方法,首次求得了二维谐波Green函数的积分表达式,该表达式在低频初始波与小尺度椭圆柱夹杂物的假设下可得到进一步的简化,并最终求得解析解．推导针对同时具有压电以及压磁效应的一般性各向异性材料进行,然后将所得的结果简化到仅针对压电复合材料的情况．以此简化解析解为基础,提供了两个算例,讨论了影响含一二维椭圆柱夹杂的PZT-5H压电陶瓷复合材料的散射截面的各种不同因素（包括夹杂的尺寸、形状效应,材料常数的影响,以及压电效应等）．     

弹性半空间表面在突加集中力作用下的位移

匀质、各向同性的弹性半空间表面在突加集中力(在时间上以Heaviside函数H(t)表示的)作用下Pekeris借助于Baman-Pekeris的积分转换定理,在竖向集中力及泊松比v为0.25时,首先得到了表面位移的闭合解。Chao用积分转换和半逆法(实质上是[1]的方法),在水平集中力及v=0.25时,亦得到了表面位移的闭合解。他们的工作,对     

集中力作用下多铁性板状复合材料的断裂分析

针对多铁性板状复合材料在外表面任一点处存在集中力的界面裂纹问题,建立断裂力学模型.利用Fourier(傅里叶)积分变换和Green(格林)函数推导出该裂纹模型的Cauchy(柯西)奇异积分方程组;通过Chebyshev(切比雪夫)配点法将该方程组离散为对应的代数方程组,进而数值求解裂纹尖端应力强度因子.通过对数值结果的分析可以得到:在外表面集中力作用下,压电层厚度、裂纹长度以及集中力作用位置是影响裂纹尖端应力强度因子的3个主要因素.分析讨论了在该模型下各项参数对应力强度因子的影响规律,可以在工程应用中为此类复合材料的防断裂优化设计提供一定的理论参考.     

Phase Transitions on the Boundary of a Domain

We consider the minimization problem for the energy functional of a two-phase medium concentrated at the boundary of a domain. We study regularization of the functional by means of the area of the boundary of the phase interface under additional conditions on the displacement field. Bibliography: 3 titles.     

On the solvability of a variational problem about phase transitions in continuum mechanics

We study a variational problem about phase transitions in continuum mechanics under the condition that the surface tension coefficient vanishes. A homogeneous isotropic two-phase elastic medium occupies a ball-shaped domain, the zero displacement field is fixed on the boundary of this domain, and a spherically symmetric force field acts on the medium. The solvability of this problem is established. As is shown, if a force field is nonzero almost everywhere, then the problem has only spherically symmetric solutions. Bibliography: 9 titles. Translated from Problemy Matematicheskogo Analiza, No. 38, December 2008, pp. 61–71.     

3D dynamic responses of a multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure

Dynamic Green's function plays an important role in the study of various wave radiation, scattering and soil-structure interaction problems. However, little research has been done on the response of transversely isotropic saturated layered media. In this paper, the 3D dynamic responses of a multi-layered transversely isotropic saturated half-space subjected to concentrated forces and pore pressure are investigated. First, utilizing Fourier expansion in circumferential direction accompanied by Hankel integral transform in radial direction, the wave equations for transversely isotropic saturated medium in cylindrical coordinate system are solved. Next, with the aid of the exact dynamic stiffness matrix for in-plane and out-of-plane motions, the solutions for multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure are obtained by direct stiffness method. A FORTRAN computer code is developed to achieve numerical evaluation of the proposed method, and its accuracy is validated through comparison with existing solutions that are special cases of the more general problems addressed. In addition, selected numerical results for a homogeneous and a layered material model are performed to illustrate the effects of material anisotropy, load frequency, drainage condition and layering on the dynamic responses. The presented solutions form a complete set of Green's functions for concentrated forces (including horizontal load in x(y)-direction, vertical load in z-direction) as well as pore pressure, which lays the foundation for further exploring wave propagation of complex local site in a layered transversely isotropic saturated half-space by using the BEMs.     

On a fully nonlinear degenerate parabolic system modeling immiscible gas–water displacement in porous media

In this paper, we are interested in the simultaneous flow of two immiscible fluid phases within a porous medium. We consider a two-phase flow model where the fluids are immiscible and there is no mass transfer between the phases. The medium is saturated by compressible/incompressible phase flows. We study the gas–water displacement without simplified assumptions on the state law of gas density. We establish an existence result for the nonlinear degenerate parabolic system based on new energy estimate on pressures.     

An approach based on level set method for void identification of continuum structure with time-domain dynamic response

An approach based on the level set method has been developed to identify the position and geometry of voids in continuum structure using time-domain dynamic response. The level set method is employed in the proposed approach to represent the boundary of the voids implicitly. The voids are identified by solving an optimization problem which minimizes an objective function about the displacement error. The boundary of the voids is evolved by updating the level set function. The shape derivative of the objective function for the time-domain dynamic response is derived and used to construct the velocity field. Then, the level set function is updated through the velocity field. The proposed approach has been applied to several numerical examples of void identification in continuum structure. The results indicate that the proposed approach based on the level set method can identify voids effectively and accurately with time-domain dynamic response. Moreover, the effects of measure points, excitation force, noise, void distribution, numerical error, element size and boundary conditions on the approach are studied. Meanwhile, the computational costs of some examples are provided.     

椭圆孔边裂纹对SH波的散射及其动应力强度因子

采用复变函数和Green函数方法求解具有任意有限长度的椭圆孔边上的径向裂纹对SH波的散射和裂纹尖端处的动应力强度因子．取含有半椭圆缺口的弹性半空间水平表面上任意一点承受时间谐和的出平面线源荷载作用时的位移解作为Green函数,采用裂纹“切割”方法,并根据连续条件建立起问题的定解积分方程,得到动应力强度因子的封闭解答．讨论了孔洞的存在对动应力强度因子的影响．     

Generalized magneto-thermoelasticity with two temperature and initial stress under Green–Naghdi theory

Magneto-thermoelastic interactions in an initially stressed isotropic homogeneous elastic half-space with two temperature are studied using mathematical methods under the purview of the Green–Naghdi theory with type II and III. The medium is considered to be permeated by a uniform magnetic field. The normal mode analysis is used to obtain the exact expressions for the displacement components, force stresses, temperature and couple stresses distribution. The variations of the considered variables through the horizontal distance are illustrated graphically. Comparisons are made with the results between type II and III. Numerical work is also performed for a suitable material with the aim of illustrating the results.     

磁弹性耦合效应引起的铁磁直杆磁场中振动频率的改变

基于磁弹性广义变分原理和Hamilton原理,对处于外加磁场中的软铁磁体,建立了磁弹性动力学理论模型．分别通过关于铁磁杆磁标势和弹性位移的变分运算,获得了包含磁场和弹性变形的所有基本方程,并给出描述磁弹性耦合作用的磁体力和磁面力．采用摄动技术和Galerkin方法,将所建立的磁弹性理论模型用于外加磁场中铁磁直杆的振动分析．结果表明,由于磁弹性耦合效应,外加磁场将对铁磁杆的振动频率产生影响:当铁磁杆的振动位移沿着磁场方向时,其频率减小并出现磁弹性屈曲失稳;当铁磁杆的振动位移垂直于磁场方向时,其频率将会增大．理论模型能够很好地解释已有实验观测的振动频率改变现象．