梁式结构与连续介质的相互作用分析

本文探讨适合于结构—基础—土体耦联分析的一种计算方法。提出了一种连续介质地基上的结构半解析元模型,研究了结构—介质、结构—介质—结构耦合系统的静动态特性。     

桩土共同作用静力分析的半解析无限元法

本文对于桩基与无限土体介质的相互作用问题讨论一种半解析数值解法。无限延伸的土体介质片的位移函数沿竖向及径向取用解析函数,而沿周向采用分片多项式。桩管可以是任意截面形状的,并分割为相应的柱状弯曲条。结构与介质在接触面上相互协调。采用这种方法,可使三维相互作用问题简化为一维数值问题,同时,径向无限边界可得以正确模拟,比现有的有限边界人工处理更为优越。层土中桩端刚度分析的数例说明了这一方法的适用性。     

结构-外流体动力相互作用的半解析方法

本文采用二维解析和一维离散的方法处理无限流体介质,建立了一种分析结构与外流体动力相互作用问题的半解析无限元法,使结构与流体的耦合振动以及波浪对弹性结构绕流等三维问题化为一维问题来求解,从而在很大程度上节省了单元、内存与计算工作量,同时径向无限域边界可得以正确模拟,比现有的有限边界人工处理更显优越,文中建立了适于不同结构类型的环单元与锥单元,给出了算例与比较。     

充液旋转壳的流固耦联自激振动

本文根据实验拟事出流固耦联系统的非一函数和模态参数。建立了此系统的非线性振地系统的数值和解析分析，论证了充液旋转壳的流固耦联自激振动特性，求出了流固耦联系统的霍普分叉解，阐明了只结文物鱼洗的振动机理。本文结论对同类自激振动的研究具有重要的参考价值     

半无限大体广义电磁热弹耦合的二维问题

基于Lord和Shulman广义热弹性理论,研究了热、电可导的半无限大体电磁热弹耦合的二维问题。半无限大体受热和外加恒定磁场的作用,文中建立了电磁热弹性耦合的控制方程,利用正则模态法求解得到了所考虑物理量的解析解,并用图形反映了各物理量的分布规律,从分布图上可以看出,介质中出现了电磁热弹耦合效应,各物理量的非零值仅在一个有限的区域内。     

考虑热渗效应的有限热源固结近似解1）

通过建立考虑热渗效应和热流固耦合效应的饱和土体固结方程,研究了无限长圆柱热固结问题. 利用Fourier 和Laplace 变换及其逆变换,给出了热固结问题的解析解;然后对空间内无限长圆柱形热源问题进行研究,得到非等温条件下柱体周围饱和土体温度、孔隙水压力的近似解,并总结其规律,分析了热渗系数、固结系数对温度作用下土体固结的影响.     

考虑热渗效应的有限热源固结近似解

通过建立考虑热渗效应和热流固耦合效应的饱和土体固结方程,研究了无限长圆柱热固结问题.利用Fourier和Laplace变换及其逆变换,给出了热固结问题的解析解;然后对空间内无限长圆柱形热源问题进行研究,得到非等温条件下柱体周围饱和土体温度、孔隙水压力的近似解,并总结其规律,分析了热渗系数、固结系数对温度作用下土体固结的影响.     

三维裂纹分析的主值型面力边界积分方程法

给出了一组只包含Ｃａｕｃｈｙ主值积分、不含有强奇异积分的三维静动力边界积分方程及其应用于裂纹问题的具体列式，并给出了几何轴对称问题的相应半解析边界元求解方法，将三维问题降阶为一维数值问题．文中分析了无限、半无限介质中圆裂纹、平行圆裂纹系、球面裂纹等在静载及应力波作用下的静力或瞬态动力响应问题，求得了相应的应力强度因子．     

多维地震激励下地基与结构相互作用系统动力反应耦联分析

为研究多维地震作用下地基与结构相互作用系统动力反应的基本规律,进行密肋复合墙结构与地基相互作用系统的模型振动台试验,测试了输入El-Centro波及天津波时地基与结构的加速度及位移反应,观测了地基开裂破坏现象。依据相互作用体系中上部结构的动力反应耦联模式,分析了结构加速度与位移反应耦联效应随高度的变化规律,研究了相互作用体系中结构振动耦联机制。结果表明:随测点高度的增加,加速度耦联效应系数除在顶层发生突变外,其余各测点的值均较为接近,且多数加载工况下位移耦联效应系数随高度的变化不明显;随着输入地震波烈度的提高,地基土先开裂而后略密实,结构顶部动力反应的耦联效应系数先增大后减小,相同烈度不同加载工况对应的值相差在10%以内。由此可见,在地震作用下地基的开裂破坏,导致地基与上部结构的接触发生变化,使结构在多维地震波作用下的动力反应发生耦联。     

移动荷载作用下饱和土地基中的波动特性分析

基于Biot波动方程,经过Fourier变换和逆Fourier变换后可获得波数-频率域以及时间-空间域的解析解。通过数值分析的手段研究了移动荷载作用下饱和多孔弹性地基中波的传播特性。重点就弥散曲线、多谱勒效应、波的成分和动力响应频率等几个特性进行了分析,发现饱和土地基由于比弹性地基多了一项流体介质,波动特性明显差异于弹性介质。     

Coupled analysis of elastic plate-infinite nonhomogeneous layered medium

The static interaction problem between an elastic plate and infinite medium is studied by the semi-numerical (in one direction) and semi-analytical (in two directions) method-semianalytical element method, a simple practical and effective method for coupled analysis between above-ground structure and infinite soil medium with complex material character in engineering.     

非饱和土-隧道系统动力响应计算的波函数法

针对非饱和地基土中埋置隧道的三维动力响应计算问题, 提出了波函数法.采用无限长的Flügge薄壁圆柱壳模拟圆形隧道衬砌,采用流、固、气组成的三相介质模拟非饱和地基土体.分别采用分离变量法以及Helmholtz矢量分解定理求解薄壁圆柱壳的振动控制方程与非饱和土的波动方程.根据隧-土交界面与地表面处的应力、位移以及孔隙流体压力等边界条件,利用平面波与柱面波的转换性质,实现了隧道内作用单位简谐载荷时隧道衬砌与土体系统动力响应的耦合求解.通过与既有单相弹性介质2.5维有限元-边界元法、两相饱和多孔介质2.5维有限元-边界元法以及三相非饱和介质Pip in Pip半解析法的计算结果进行对比, 验证了本文计算方法的可靠性. 最后,基于该方法, 通过算例分析了不同饱和度下非饱和土-隧道系统的动力响应特征.结果表明, 饱和度对土体动位移与超孔隙水压力的幅值响应有较大影响.该方法的非饱和地基土参数退化后,也可用来计算和分析饱和地基土或单相弹性地基土与隧道系统的动力响应.      

Magnetoelectric Green's functions and their application to the inclusion and inhomogeneity problems

Explicit expressions of magnetoelectric Green's functions are obtained for a transversely isotropic medium exhibiting coupling between the static electric and magnetic fields utilizing the contour integral representation. Four Green's functions exist which represent the coupled static electric and magnetic response to a unit point electric or magnetic charge. The Green's functions are applied to analyze the inclusion and inhomogeneity problems in an infinite magnetoelectric medium, and explicit, closed form expressions are obtained for the Eshelby type tensors. The magnetoelectric Eshelby's tensors can be readily used in the solution of numerous problems in the mechanics and physics of magnetoelectric solids.     

Anti-plane problems of piezoelectric material with a micro-void or micro-inclusion based on micromorphic electroelastic theory

The linear theory of micromorphic electroelasticity, which incorporate the coupled electromechanical behavior into the framework of micromorphic continuum theory, is used to solve the anti-plane problems of piezoelectric media with a micro-void or micro-inclusion in this paper. The electromechanical field solutions for a transversely isotropic piezoelectric medium are derived in the context of micromorphic electroelasticity and a generalized characteristic length is introduced to describe the size effect. Anti-plane problems of an infinite piezoelectric medium containing a micro-void or micro-inclusion are analyzed. Numerical results reveal that the mechanical and electric fields predicted by the present model highly depend on the relative size of the micro-void or micro-inclusion with respect to the generalized characteristic length, which is obviously different from the classical prediction.     

各向异性介质的弹性波散射问题的边界元方法

本文引用加权残数法建立了各向异性介质内含任意形式异质夹杂时的散射问题的边界积分方程式,导出了相应的辐射条件,计算了内含圆柱体,椭圆柱体、界面裂纹情形下对SH 波的散射位移场、应力场以及散射横截面.数值结果表明本方法用于解答各向异性介质的弹性波散射问题具有良好的精度和应用前景.     

三维间断位移法及强奇异和超奇异积分的处理方法

从积分方程Somigliana等式出发,导出三维状态下单位位错集度的基本解.在此基础上,建立了边界积分方程,并给出了其离散形式.对强奇异和超奇异积分,采用了Hadamard定义的有限部分积分来处理.最后,给出了计算裂纹应力强度因子的算例,并与解析解进行了比较,证实了该方法的有效性.     

Comment on the paper “Transient MHD free convective flow past an infinite vertical plate embedded in a porous medium with viscous dissipation,Siva Reddy Sheri,R. Srinivasa Raju,Meccanica, DOI 10.1007/s11012-015-0285-y”

A numerical investigation of transient magnetohydrodynamic free convection flow past an infinite vertical plate embedded in a porous medium with viscous dissipation is presented in the above paper. The governing differential equations are transformed into a set of non-linear coupled partial differential equations and are solved numerically using the finite element method. Numerical results for the velocity, temperature and concentration profiles within the boundary layer are presented and discussed.     

A cracked beam or plate transversely loaded by a stamp

In this paper the problem of an infinite elastic beam or a plate containing a crack is considered. The medium is loaded transversely through a stamp which may be rigid or elastic. The problem is a coupled crack-contact problem which cannot be solved by treating the crack and contact problems separately and by using a superposition technique. First the Green's functions for the general case are obtained. Then the integral equations for a cracked infinite strip loaded by a frictionless stamp are obtained. With the question of fracture in mind, the primary interest in the paper has been in calculating the stress intensity factors. The results are given for a rigid flat stamp with sharp edges and for an elastic curved stamp. The effect of friction at the supports on the stress intensity factors is also studied and a numerical example is given.     

Coupled elastic waves in uniform isotropic media

This article deals with a certain type of wave in an infinite elastic medium. In contrast to ordinary longitudinal and transverse waves, the amplitude of the type of wave in question depends sinusoidally on the coordinates of a plane which is transverse to the direction of propagation of the wave, i.e., the wave is actually a packet of travelling and stationary waves. Longitudinal waves of this type are always coupled with transverse waves, while transverse waves of the given type may be coupled with longitudinal waves or another transverse wave or may exist as a single wave in the form of a packet containing a travelling wave and a stationary wave. The coupled waves have two phase velocities, which depend on the mechanical properties of the medium, the frequency of vibration, and the wave numbers of the stationary waves. Coupled surface waves in an elastic medium are more general in character than Rayleigh waves; they exhibit dispersion, and they can be used to explain certain seismological observations made during earthquakes—the complete absence of vertical displacements in some cases and the frequent occurrence of horizontal displacements parallel to the wave front. Allowing for the coupling of elastic waves in a layer leads to a more general characteristic equation than the equation obtained in the Rayleigh-Lamb problem. S. P. Timoshenko Institute of Mechanics, National Academy of Sciences of Ukraine, Kiev. Translated from Prikladnaya Mekhanika, Vol. 35, No. 9, pp. 19–28, September, 1999.