杆系结构弹性波传播的实验研究

利用ＳＨＰＢ装置，用空气枪加载就３５ＣｒＭｎＳｉ钢组成的杆系结构（平面Ｌ型、空间直角坐标Ｙ型）受冲击载荷作用的弹性波传播进行了实验研究，给出了一些力学现象，并利用广义特征线法给出了理论与实验的比较曲线，得到了一些有益的结论。     

平面杆系结构弹性波传播的实验研究

利用ＳＨＰＢ装置，用空气枪加载就３５ＣｒＭｎＳｉ钢组成的平面杆系结构受冲击载荷作用的弹性波传播进行了实验研究，给出了一些力学现象，并利用广义特征线法给出了理论与实验的比较曲线，得到了一些有益的结论．     

各向异性层状介质中弹性波的传播矩阵解法

基于广义胡克定律及混和变量弹性波方程，解析求得各层介质位移位，应力传播矩阵，给出了直角坐标系各向异性层状介质中弹性波的传播矩阵解法，该方法适用于非轴对称各向异性和点源作用，较好地解决了数值计算中有效数字精度损失问题，数值结果表明，计算效率，准确性及稳定性均较好。     

杆系结构受横向冲击载荷下弹性波传播的实验研究

利用 Ｓ Ｈ Ｐ Ｂ装置,用空气枪加载就 ３５ Ｃｒ Ｍｎ Ｓｉ钢组成的 Ｌ型杆系结构受横向冲击载荷作用的弹性波传播进行了实验研究,给出了一些力学现象,并与轴向冲击的实验进行了对比,得到了有益的结论。     

刚架结构中瞬态波的传播

在改进回传矩阵法的基础上 ,引入节点质量阻尼模型 ,结合射线展开技术 ,研究刚架结构中的弹性瞬态波的传播。根据分析结果可以看出 ,节点质量对弹性波的传播影响不大 ,节点阻尼对弹性波的传播影响很大。如果选取合适的节点 ,就可以阻碍波在结构局部中的传播 ,达到结构局部控制的目的。刚架结构中的弹性瞬态波的传播 ,可以对大型刚架结构的无损检测提供一定的帮助。     

弹性波传播理论一些问题的研究现状和展望

本文简要地阐述了弹性波传播的一些基本理论,如位移势,表现定理及特征线理论等,并评述了两个领域内的问题。一为无限介质,半无限介质及层状介质中波的传播问题,重点在于地震波传播问题的解法。另一个领域为弹性波的绕射和散射。这一问题在动断裂、无损探伤及地震学中有重要的应用。评迷的重点是解题方法。 对本学科将来的发展也作了展望。认为反问题,随机波理论和在新技术领域中的应用是发展方向。在不少工程领域中的应用将越来越多地不能局限在弹性波范围内     

弹性波在饱和土层中的传播

本文在扼要综述以往有关的研究成果以后,通过一定的假设,推导出饱和土连续条件方程以及考虑土骨架与孔隙水之间耦合效应的动力平衡方程,从而得到一组饱和土层中的弹性波动方程,其中只应用了具有明确意义的土骨架和孔隙水力学参数。分析表明,无限饱和土层中可存在两种P波和一种S波;在渗透性很好的饱和土层中,孔隙水波速度最大可达到水中波速的3~(1/2)倍;在渗透性极差的饱和土中,两种P波同速,且可接近或大于水中波速;土的渗透性对S波的影响不如P波的显著,以此,可近似解释一些试验现象,对利用波速法测得合理的饱和土层特性参数以及相关学科也具有理论与应用价值。     

反射全息干涉和反射光弹性方法应用于应力波传播

在应力波传播过程中,半无限平面的聚酯模型在一个截面上的主应力分布解被实验所确定。应力波由摆式重锤的冲击所产生。应用两个外部适当的触发装置触发一个双脉冲红宝石激光器(0.5焦耳/每脉冲)。模型的一个表面做成全反射面,利用对这个表面的反射式全息干涉法和通过模型的另一表面的反射式光弹性法可以记录冲击后不同时间延迟的等和线与等差线条纹图。     

夹层圆柱壳中弹性波传播的辛特性分析

论文研究了正交各向异性夹层圆柱壳中轴对称自由简谐波的传播问题.通过对变量合理的组织变换,将结构本构方程化为状态空间形式,采用分段平均假设得到哈密顿矩阵,进而利用哈密顿系统下的辛数学方法,扩展的 Wittrick-Williams 算法及精细积分方法,得到各种夹层结构波传播问题的频散关系,并将该方法与多项式方法进行对比,验证了该方法在多孔结构波传播问题中的优越性.     

应力波在变截面体中的传播特性

对应力波在变截面体中的传播特性进行了理论研究和数值分析。以杆中一维纵波波动理论和谐波分析法为基础，研究截面变化所导致的应力波的波形弥散和波幅变化。推导了与截面变化相关的应力波演化因子，并对由于截面变化所造成的几何弥散等二维效应进行了分析，同时计算了变截面体的几何特征参数和截面变化等因素影响应力波演化规律的特点。     

Waves in Constrained Linear Elastic Materials

This paper deals with the propagation of acceleration waves in constrained linear elastic materials, within the framework of the so-called linearized finite theory of elasticity, as defined by Hoger and Johnson in [12, 13]. In this theory, the constitutive equations are obtained by linearization of the corresponding finite constitutive equations with respect to the displacement gradient and significantly differ from those of the classical linear theory of elasticity. First, following the same procedure used for the constitutive equations, the amplitude condition for a general constraint is obtained. Explicit results for the amplitude condition for incompressible and inextensible materials are also given and compared with those of the classical linear theory of elasticity. In particular, it is shown that for the constraint of incompressibility the classical linear elasticity provides an amplitude condition that, coincidently, is correct, while for the constraint of inextensibility the disagreement is first order in the displacement gradient. Then, the propagation condition for the constraints of incompressibility and inextensibility is studied. For incompressible materials the propagation condition is solved and explicit values for the squares of the speeds of propagation are obtained. For inextensible materials the propagation condition is solved for plane acceleration waves propagating into a homogeneously strained material. For both constraints, it is shown that the squares of the speeds of propagation depend by terms that are first order in the displacement gradient, while in classical linear elasticity they are constant. This revised version was published online in July 2006 with corrections to the Cover Date.     

Evolution Equations for Plane Cubically Nonlinear Elastic Waves

Consideration is given to the nonlinear theory of elastic waves with cubic nonlinearity. This nonlinearity is separated out, and the interaction of four harmonic waves is studied. The method of slowly varying amplitudes is used. The shortened and evolution equations, the first integrals of these equations (Manley–Rowe relations), and energy balance law for a set of four interacting waves (quadruplet) are derived. The interaction of waves is described using the wavefront reversal scheme     

Propagation of Elastic Waves in Periodically Inhomogeneous Media

The structural theory of waves and vibrations in periodically inhomogeneous media is set out. Relevant research results are presented. Emphasis is on the principles of the theory, surface waves, and other surface effects     

Dispersion of Small Amplitude Waves in a Pre-Stressed, Compressible Elastic Plate

The dispersion of harmonic waves, propagating along a principal direction in a pre-stressed, compressible elastic plate, is investigated in respect of the most general isotropic strain-energy function. Different cases, dependent on the choice of material parameters and pre-stress, are analysed. A complete long and short wave asymptotic analysis is carried out, with the approximations obtained giving phase speed (and frequency) as explicit functions of wave and mode number. Various wave fronts, both associated with the short wave limit of harmonics and arising through the combination of harmonics in a narrow wave speed region, are discussed. It is mentioned that the case of high compressibility is of particular interest. In contrast with the classical (un-strained) case, the longitudinal body wave speed may be less than the corresponding shear wave speed. In consequence, the short wave limit of all harmonics may be the appropriate longitudinal wave speed; contrasting with the classical case for which this limit is necessarily associated with a shear wave front. A further possible short wave limit is also shown to exist for which the associated wave normal has a component in the direction normal to the plate. Particularly novel numerical results are presented when the longitudinal and shear wave speeds are equal. The analysis is illustrated by numerical calculations for various strain-energy functions.     

压电压磁复合材料中裂纹对反平面简谐弹性波的散射问题

分析了压电压磁复合材料中裂纹对反平面简谐弹性波的散射问题。利用傅立叶变换,使问题的求解转换为对一对以裂纹表面上的位移差为未知变量的对偶积分方程的求解。为了求解对偶积分方程,把裂纹面上的位移差展开为雅可比多项式形式,进而得到了裂纹长度、入射波波速及入射波频率对裂纹应力强度因子的影响。从数值结果可以看出,压电压磁复合材料中可导通裂纹的反平面问题的动应力奇异性与一般弹性材料中的反平面断裂问题动应力奇异性相同。     

Equivalence Theorems on the Propagation of Small-Amplitude Waves in Prestressed Linearly Elastic Materials with Internal Constraints

By extending the procedure of linearization for constrained elastic materials in the papers by Marlow and Chadwick et al., we set up a linearized theory of constrained materials with initial stress (not necessarily based on a nonlinear theory). The conditions of propagation are characterized for small-displacement waves that may be either of discontinuity type of any given order or, in the homogeneous case, plane progressive. We see that, just as in the unconstrained case, the laws of propagation of discontinuity waves are the same as those of progressive waves. Waves are classified as mixed, kinematic, or ghost. Then we prove that the analogues of Truesdell"s two equivalence theorems on wave propagation in finite elasticity hold for each type of wave. This revised version was published online in August 2006 with corrections to the Cover Date.     

Solitary Elastic Waves and Elastic Wavelets

A new group of wavelets that have the form of solitary waves and are the solutions of the wave equations for dispersive media is proposed to call elastic wavelets. That this group includes well-known Mexican-hat wavelets is proved. It is proposed to use elastic wavelets to study local features of the profile evolution of a solitary wave in an elastic dispersive medium     

Reflection and Transmission of Elastic Waves from the Interface of a Fluid-saturated Porous Solid and a Double Porosity Solid

The reflection and transmission characteristics of an incident plane P1 wave from the interface of a fluid-saturated single porous solid and a fluid-saturated double porosity solid are investigated. The fluid-saturated porous solid is modeled with the classic Biot’s theory and the double porosity medium is described by an extended Biot’s theory. In a double-porosity model with dual-permeability there exist three compressional waves and a shear wave. The effects of the incident angle and frequency on amplitude ratios of the reflected and transmitted waves to the incident wave are discussed. Two boundary conditions are discussed in detail: (a) Open-pore boundary and (b) Sealed-pore boundary. Numerical results reveal that the characteristics of the reflection and transmission coefficients to the incident angle and the frequency are quite different for the two cases of boundary conditions. Properties of the bulk waves existing in the fluid-saturated porous solid and the double porosity medium are also studied.     

Properties of Elastic Waves in a Non-Newtonian (Maxwell) Fluid-Saturated Porous Medium

The present study investigates novelties brought into the classic Biot's theory of propagation of elastic waves in a fluid-saturated porous solid by inclusion of non-Newtonian effects that are important, for example, for hydrocarbons. Based on our previous results (Tsiklauri and Beresnev, 2001), we investigated the propagation of rotational and dilatational elastic waves by calculating their phase velocities and attenuation coefficients as a function of frequency. We found that the replacement of an ordinary Newtonian fluid by a Maxwell fluid in the fluid-saturated porous solid results in: (a) an overall increase of the phase velocities of both the rotational and dilatational waves. With the increase of frequency these quantities tend to a fixed, higher level, as compared to the Newtonian limiting case, which does not change with the decrease of the Deborah number . (b) The overall decrease of the attenuation coefficients of both the rotational and dilatational waves. With the increase of frequency these quantities tend to a progressively lower level, as compared to the Newtonian limiting case, as decreases. (c) Appearance of oscillations in all physical quantities in the deeply non-Newtonian regime.