液饱和多孔介质中三维应力波的传播

为了深入研究液饱和多孔介质中应力波的传播，提出了三维两相细观计算模型．基于此模型。应用Galerkin余量法并计及流-固耦合界面的耦合效应，利用直接耦合的技术，开发了三维流-固混合显式动力有限元计算程序．在此基础上对冲击载荷作用下液饱和多孔介质中三维应力波的传播现象进行了数值模拟，并详细讨论了孔隙率，孔隙形状等因素对应力波传播主导波形的影响．     

横观各向同性液体饱和多孔介质中平面波的传播

基于孔隙介质的Ｂｉｏｔ理论１，研究了横观各向同性液体饱和多孔介质中平面波的传播特性。首先导出了波传播的特征方程并给出了其解析解，结果显示：有４种不同波速的平面体波传播；第一准纵波，第二准纵波，准横波和反平面横波。文中给出了波速和衰减的解析表达式，数值计算了频散曲线和衰减曲线，并讨论了各类准体波位移之间的耦合关系。     

板中正交静应力与任意方向兰姆波波速的关系

运用部分波分析法(或子波分析)理论推导了在正交静应力下,板中任意方向的Lamb波的频散方程,给出了任意方向Lamb波波速、正交静应力和频率之间的关系. 进行了数值计算并讨论了对称方向的Lamb波波速对单向静应力的依赖关系,为将Lamb波用于应力测量提供了理论依据.      

正交各向异性板中非主轴方向的Lamb波

基于线性三维弹性理论,采用勒让德正交多项式展开法,推导了波沿正交各向异性材料非主轴方向传播时的Lamb波耦合波动方程,并对耦合波动方程进行了数值求解.为验证该方法的适用性和正确性,首先将此方法应用于各向同性材料,并与已知的数据结果进行了比较;然后以单向纤维增强复合材料为例,计算了耦合Lamb波沿不同的非主轴方向传播时的相速度频散曲线,并分别研究了传播方向改变时低阶模态Lamb波和高阶模态Lamb波频散特性的变化.最后,针对潜在用于各向异性复合材料结构健康监测的耦合Lamb波低阶模态,给出了其在不同传播方向时的相速度分布和群速度分布.同时,结合低阶模态Lamb波的位移分布特性和材料的各向异性特点,阐释了S0模态对波的传播方向变化最为敏感的原因.     

含液多孔介质力学问题的边界元方法

提出了一种含液多孔介质力学问题的边界元求解方法.首先将问题分解为一系列含单孔流体夹杂的子问题,然后针对每个子问题建立了流体孔体积变化率与流体压力之问的函数关系,进一步采用边界元方法建立了以各流体孔压力为基本未知量的线性代数方程组,最后根据所求出的各流体孔的压力计算含液多孔介质内各点的位移、变形和应力.为了说明方法的有效...     

多孔材料中应力波的传播

针对多孔泡沫混凝土实验应力应变曲线的基本特点,提出并建立了一种可以考虑孔隙压实过程的材料本构模型及其数学形式.通过典型算例,分析了应力波在多孔材料中传播的耗散效应,指出多孔材料中的孔隙在被压实过程中能有效吸收应力波能量、降低应力波强度,在引起应力波衰减的诸因素中,孔隙压实所起的作用更大更显著.     

基于介观结构的饱和与非饱和多孔介质有效应力

基于描述含液颗粒材料介观结构的Voronoi 胞元模型和离散颗粒集合体与多孔连续体间的介-宏观均匀化过程, 定义饱和与非饱和多孔介质有效应力. 导出了计及孔隙液压引起之颗粒体积变形的饱和多孔介质广义有效应力. 用以定义广义有效应力的Biot 系数不仅依赖于颗粒材料的多孔连续体固体骨架及单个固体颗粒的体积模量(材料参数),同时与固体骨架当前平均广义有效应力及单个固体颗粒的体积应变(状态量) 有关. 提出了描述非饱和多孔介质中非混和固体颗粒、孔隙液体和气体等三相相互作用的具介观结构的Voronoi 胞元模型.具体考虑在低饱和度下双联(binary bond) 模式的摆动(pendular) 液桥系统介观结构. 导出了基于介观水力-力学模型的非饱和多孔介质的各向异性有效应力张量与有效压力张量. 考虑非饱和多孔介质Voronoi 胞元模型介观结构的各向同性情况,得到了与非饱和多孔连续体理论中唯象地假定的标量有效压力相同的有效压力形式.但本文定义的与确定非饱和多孔介质有效应力和有效压力相关联的Bishop 参数由基于三相介观水力-力学模型, 作为饱和度、孔隙度和介观结构参数的函数导出,而非唯象假定.      

波由单相弹性介质向横观各向同性液体饱和多孔介质传播时的反射与透射

研究了弹性波从单相各向同性弹性介质向双相各向异性液体饱和介质的传播问题.基于Biot的孔隙介质理论,并考虑动态渗透率,对以任意角度、任意频率入射的弹性波,解析地导出了在界面上的透射角、透射波波速和衰减系数,给出了各波在界面上的能量分配,数值计算了反射、透射系数与入射角、孔隙度等的关系曲线.     

水饱和岩石中爆炸应力波传播的数值模拟

基于连续介质力学和不相融混合物理论,假定组分间无相对运动,采用B-W-N-B有效应力准则,在屈服面中引入孔隙影响因子,提出了一种多孔含水介质流固耦合的本构模型,并给出了孔隙的演化方程,对水饱和凝灰岩介质中的爆炸应力波传播作了数值模拟。数值计算给出的应力波形与实测结果有良好的一致性。采用本文中所述流固耦合本构模型,可很好地预测水饱和岩石中爆炸波的演化规律。     

非均匀压电层状结构中Love波的传播

讨论材料参数沿厚度方向发生连续缓慢变化时的各向同性弹性基底上有一等厚压电覆盖层肘Love波的传播性能．给出了压电层的厚度和基底材料的非均匀性对频散曲线的影响．     

Finite element analysis of wave propagation in fluid-saturated porous media

Ｔｈｅｄｙｎａｍｉｃｔｒａｎｓｉｅｎｔｒｅｓｐｏｎｓｅａｎａｌｙｓｉｓｏｆｐｏｒｏｕｓｍｅｄｉａｐｌａｙｓａｖｅｒｙｉｍｐｏｒｔａｎｔｒｏｌｅｉｎａｌｏｔｏｆｅｎｇｉｎｅｅｒｉｎｇｐｒａｃｔｉｃｅｓｓｕｃｈａｓｔｒａｎｓｉｅｎｔｃｏｎｓｏｌｉｄａｔｉｏｎ,ｎｏｉｓｅｃｏｎｔｒｏｌ,ｅａｒｔｈｑｕａｋｅｅｎｇｉｎｅｅｒｉｎｇａｎｄｂｉｏｅｎｇｉｎｅｅｒｉｎｇ．Ｂｉｏｔ［１］ｏｒｉｇｉｎａｌｌｙｄｉｓｃｕｓｓｅｄｔｈｅｗａｖｅｐｒｏｐａｇａｔｉｏｎｐｒｏｂｌｅｍｉｎｆｌｕｉｄ＿ｓａｔｕｒａｔｅｄｐｏ…     

Characteristic analysis for stress wave propagation in transversely isotropic fluid-saturated porous media

According to generalized characteristic theory, a characteristic analysis for stress wave propagation in transversely isotropic fluid-saturated porous media was performed. The characteristic differential equations and compatibility relations along bicharacteristics were deduced and the analytical expressions for wave surfaces were obtained. The characteristic and shapes of the velocity surfaces and wave surfaces in the transversely isotropic fluid-saturated porous media were discussed in detail. The results also show that the characteristic equations for stress waves in pure solids are particular cases of the characteristic equations for fluid-saturated porous media.     

Rayleigh waves in orthotropic fluid-saturated porous media

In this paper, we are interested in the propagation of Rayleigh waves in orthotropic fluid-saturated porous media. This problem was investigated by Liu and Liu (2004). The authors have derived the secular equation of the wave but that secular equation is still in implicit form. The main aim of this paper is to derive explicit secular equation of the wave. By employing the method of polarization vector, the secular equations of Rayleigh waves in explicit form is obtained. This equation recovers the dispersion equation of Rayleigh waves propagating in pure orthotropic elastic half-spaces. Remarkably, the secular equation obtained is not a complex equation as the one derived by Liu and Liu, it is a really real equation.     

Nonlinear fluid flow laws for orthotropic porous media

Nonlinear fluid flow laws for orthotropic porous media are written in invariant tensor form. As usual in the theory of fluid flow through porous media [1, 2], the equations contain the flow velocity up to the second power. Expressions that determine the nonlinear resistances to fluid flow are presented and it is shown that, on going over from linear to nonlinear flow laws, the asymmetry effect may manifest itself, that is, the fluid flow characteristics may differ along the same straight line in the positive and negative directions. It is shown that, as compared with the linear fluid flow law for orthotropic media when for three symmetry groups a single flow law is sufficient, in nonlinear laws the anisotropy manifestations are much more variable and each symmetry group must be described by specific equations. A system of laboratory measurements for finding the nonlinear flow characteristics for orthotropic porous media is considered.     

A wavelet finite-difference method for numerical simulation of wave propagation in fluid-saturated porous media

In this paper, we consider numerical simulation of wave propagation in fluidsaturated porous media. A wavelet finite-difference method is proposed to solve the 2-D elastic wave equation. The algorithm combines flexibility and computational efficiency of wavelet multi-resolution method with easy implementation of the finite-difference method. The orthogonal wavelet basis provides a natural framework, which adapt spatial grids to local wavefield properties. Numerical results show usefulness of the approach as an accurate and stable tool for simulation of wave propagation in fluid-saturated porous media.     

INSTABILITY AND DISPERSIVITY OF WAVE PROPAGATION ININELASTIC SATURATED/UNSATURATED POROUS MEDIA

ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｔｒａｎｓｉｅｎｔｐｈｅｎｏｍｅｎａｏｆｄｙｎａｍｉｃｐｒｏｂｌｅｍｓａｎｄｔｈｅｍａｎｎｅｒｓｔｏｔｒｅａｔｔｈｅｍａｒｅｇｅｎｅｒａｌｌｙｒｅｌａｔｅｄｔｏｔｈｅｓｐｅｃｔｒａｌｃｈａｒａｃｔｅｒｉｓｔｉｃｓｏｆｅｘｃｉｔａｔｉｏｎ .Ｏｎｅｍａｙｏｍｉｔｐｒｏｐａｇａｔｉｎｇｗａｖｅｓｉｆｒｅｌａｔｉｖｅｌｙｌｏｗｅｒｆｒｅｑｕｅｎｃｉｅｓｇｏｖｅｒｎｔｈｅｒｅｓｐｏｎｓｅｓｉｎｔｈｅｐｒｏｂｌｅｍｓｓｕｃｈａｓｓｅｉｓｍｉｃｒｅｓｐｏｎｓｅｓａｎｄｒｅｓｐｏｎ…     

Wave propagation in fractured porous media

A theory of wave propagation in fractured porous media is presented based on the double-porosity concept. The macroscopic constitutive relations and mass and momentum balance equations are obtained by volume averaging the microscale balance and constitutive equations and assuming small deformations. In microscale, the grains are assumed to be linearly elastic and the fluids are Newtonian. Momentum transfer terms are expressed in terms of intrinsic and relative permeabilities assuming the validity of Darcy's law in fractured porous media. The macroscopic constitutive relations of elastic porous media saturated by one or two fluids and saturated fractured porous media can be obtained from the constitutive relations developed in the paper. In the simplest case, the final set of governing equations reduce to Biot's equations containing the same parameters as of Biot and Willis.Now at Izmir Institute of Technology, Anafartalar Cad. 904, Basmane 35230, Izmir, Turkey.     

One-dimensional transient wave propagation in fluid-saturated incompressible porous media

Summary In this investigation, the general formalism for the field equations governing the dynamic response of fluid-saturated porous media is analyzed and employed for the study of transient wave motion. The two constituents are assumed to be incompressible. A one-dimensional analytical solution is derived by means of Laplace transform technique which, as a result of the incompressibility constraint, exhibits only one independent dilatational wave propagating in the solid and the fluid phases, respectively. The fluid-saturated porous material is supplied with characteristics similar to those occuring in viscoelastic solids. This work can provide the further understanding of the characteristics of wave propagation in porous materials and may be taken for a quantitative comparision to various numerical solutions.

---

Eindimensionale transiente Wellenfortpflanzung in flüssigkeitsgefüllten inkompressiblen porösen Medien

Übersich In dieser Arbeit wird der allgemeine Formalismus für die Feldgleichungen, die das dynamische Verhalten der fluidsaturierten Medien bestimmen, analysiert und für die Untersuchung der transienten Wellenbewegung ausgewertet. Es wird angenommen, daß beide Konstituierenden inkompressibel sind. Mit Hilfe der Laplacetransformation wird eine eindimensionale analytische Lösung abgeleitet, die als ein Resultat der Inkompressibilitätsbedingung nur eine unabhängige dilatante Wellenfortplanzung zeigt. Das fluidsaturierte poröse Material ist mit Charakteristiken versehen, die denen viskoelastischer Festkörper ähnlich sind. Diese Arbeit soll das weitere Verstehen der charakteristischen Eigenschaften der Wellenfortpflanzung in porösen Materialien erleichtern. Die Ergebnisse können zum quantitativen Vergleich mit verschiedenen numerischen Lösungen verwendet werden.

     

Stationary discontinuity and flutter instability of wave propagation in elasto-plastic saturated porous media

In the present work a model based on the Biot theory for simulating coupled hydrodynamic behavior in saturated porous media is utilized with integration of the inertial coupling effect between the solid-fluid phases of the media into the model. The non-associated Drucker-Prager criterion to describe nonlinear constitutive behavior of pressure dependent elasto-plasticity for the media is particularly considered. With no consideration of compressibility of solid grains and the pore fluid, the discontinuity and instability of the wave propagation in saturated porous media are analyzed for the plane strain problems in detail. The critical conditions of stationary discontinuity and flutter instability in the wave propagation are given. The results and conclusions obtained by the present work will provide some bases or clues for overcoming the difficulties in numerical modeling of wave propagation in the media subjected to dynamic loading. The project supported by the National Natural Science Foundation of China (19832010)     

Check on a nonlocal Maxwellian theory of sound propagation in fluid-saturated rigid-framed porous media

A macroscopic nonlocal theory of sound propagation in homogeneous rigid-framed porous media permeated with a viscothermal fluid has been recently proposed in this journal. It accounts for the first time for the full temporal and spatial dispersion effects, independently of the nature of the microgeometry. In this paper this new Maxwellian theory is validated in the case of sound propagation in cylindrical circular tubes, by showing that it matches exactly the long-known direct Kirchhoff–Langevin’s solutions.