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A numerical study of wave propagation in poroelastic media by use of the localized differential quadrature (LDQ) method

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Founded 1905 A NUMERICAL STUDY OF WAVE PROPAGATION IN POROELASTIC MEDIA BY USE OF THE LOCALIZED DIFFERENTIAL QUADRATURE (LDQ) METHOD ZHANG JIAN (B. Eng., Dalian University of Technology, P. R. China) A THESIS SUBMITTED FOR THE DEGREE OF MASTER OF ENGINEERING DEPARTMENT OF MECHANICAL ENGINEERING NATIONAL UNIVERSITY OF SINGAPORE 2003 Acknowledgements I would like to thank both National University of Singapore and Institute of High Performance Computing for providing resources and funding for my research scholarship throughout this Master’s degree. There are many people to thank for their support and encouragement, without whom this thesis would not have been possible. Firstly, I would like to express my sincerest gratitude and appreciation to my supervisor Professor Lam Khin Yong for his dedicated support, invaluable guidance, and continuous encouragement in the duration of this thesis. His influence on me is far beyond this thesis and will benefit me a lot in my following life. I would also like to express my deep gratitude to my co-supervisor Dr. Zong Zhi for his enthusiastic help, kind consideration, great patience and invaluable guidance through the thesis. His dedication to research and vast knowledge inspire me in my future work. Next, there’re all the friends I’ve made and the list is too long to mention but their friendship, perspectives and recommendations helped me to make my stay in Singapore a really happy one. Special thanks to Zhang Yingyan, Yew Yong Kin, Si Weijian, Chen Jun, Wang Qingxia and Wang Zijie for their friendships and helps. Finally to my family, I appreciate their love, encouragement and support during my thesis. Without their strong and consistent support, it is impossible for me to finish this work. i Table of contents Acknowledgements i Table of contents ii Summary v Nomenclature vii List of Figures ix List of Tables xii Chapter Introduction 1.1 Background 1.2 Literature review 1.3 Objective and scope 1.4 Outline of the thesis 12 Chapter An introduction: poroelastic theory and the localized differential quadrature method 14 2.1 General 14 2.2 Poroelastic theory 15 2.2.1 Basic assumptions 15 2.2.2 The stress-strain relations in a fluid-saturated porous solid 16 2.2.3 Dynamic relations in the absence of dissipation 18 2.2.4 The governing equations of propagation of purely elastic waves 20 ii 2.3 DQ and its localizations in one- and two-dimension 20 2.3.1 DQ and its spatial discretization of the wave equation 21 2.3.2 Stability analysis 25 2.3.3 DQ localization in one dimension 28 2.3.4 DQ localization in two dimension 29 2.4 Comparison study of string vibration with DQ localization 30 2.5 Discretization of the governing equations 30 Chapter The numerical study of wave propagations in 1-D poroelastic media by use of the LDQ method 39 3.1 General 39 3.2 Wave propagation problems in 1-D poroelastic media 40 3.2.1 Vibration problem 40 3.2.2 Impact problem 42 3.2.3 Dynamic compatibility 45 3.3 Derivation of the analytical solutions of 1-D problems 46 3.4 Remarks 50 Chapter Wave propagations in 2-D and 2-D holed poroelastic media by use of the LDQ method 61 4.1 General 61 4.2 Wave propagation in 2-D poroelastic media 62 4.3 Wave propagation in 2-D holed poroelastic media 63 iii 4.3.1 The treatment of hole boundary conditions 63 4.3.2 Wave scattering over one square hole 65 4.3.3 Wave scattering over two square holes 67 4.3.4 Wave scattering over one circular hole 68 4.4 Remarks Chapter Conclusions 5.1 Concluding remarks 5.2 Recommendations for further research 69 98 98 100 References 102 List of publications 120 iv Summary The theory of elasticity describes the state of stresses and deformations in an elastic solid due to external forces or temperature changes. It has solved numerous problems, and provides a very powerful design and analysis tool in engineering. However, single use of elasticity theory cannot describe the mechanical behaviors of some materials such as cartilages and living bones which are made of an elastic matrix containing interconnected fluid-infiltrated pores. The right theory for such materials is poroelasticity. Poroelasticity is a continuum theory which models the interaction of solid deformation and fluid flow in a fluid-saturated poroelastic medium. Many investigations on poroelasticity have been conducted on static problems. But studies on wave propagation in poroelastic media are not enough yet. Motivated by this, the present thesis proposes the localized differential quadrature method to numerically simulate wave propagation in a poroelastic medium. First, the theory of propagation of elastic waves in fluid-saturated poroelastic media and the localized differential quadrature (LDQ) method are introduced. The poroelastic theory is briefly presented, and the governing equations of dynamic poroelasticity are simply presented in two-dimensional form. Differential Quadrature (DQ) method is a simple and highly efficient numerical technique which is characterized by approximating the derivatives of a function using a weighted sum of function values on a set of selected discrete points (grid points). However, DQ becomes more unstable if more grid points are used. To keep the balance between accuracy and stability, the localized differential quadrature (LDQ) method is proposed by applying DQ v approximation to a small neighbourhood of the grid point of interest rather than to the whole solution domain. Using this LDQ method, the discretization of the governing equations is solved together with fourth-order Runge-Kutta method. Second, wave propagations in one-dimensional poroelastic media subject to different loadings and support conditions are investigated by use of the LDQ method. The numerical results are compared with the closed-form analytical solutions derived using the technique of Laplace transform and inverse transform, where a very good agreement is obtained. Also, the parametric influence is investigated for the parameters of the coupling of volume change between the solid and fluid phases and the circular frequency to get a thorough understanding of the properties of wave scattering in poroelastic media. In accordance with Biot’s results, an interesting phenomenon, “dynamic compatibility”, is numerically shown to indirectly demonstrate the capability and validity of the method used herein. Finally, the studies on wave scattering in 2-D and 2-D holed poroelastic media are carried out. Since the analytical solutions to different problems subject to specified boundary and initial conditions are difficult to obtain, some comparative studies and analyses are made for wave propagation problems in holed media with different holes such as one square hole, two square holes and one circular hole. Numerical simulations effectively capture the characteristics of wave propagation. A linear interpolation method is presented to exemplify how to transform the boundary conditions on a circular hole to the neighbouring grid points in order to facilitate the numerical simulations. This method can be easily generalized to holes of other shapes. vi Nomenclature σij tensor of the stresses acting on the solid χ force component acting on the fluid p fluid pressure φ porosity εi j strain components in the solid ux , u y components of the solid displacements wx , w y components of the fluid displacements ε solid dilation e fluid dilation G potential energy per unit area of aggregate A Lamé coefficient N shear modulus R pressure related to volume change of the fluid into the aggregate of solid and fluid Q coupling between volume change of solid and fluid P volume change to normal stress in the solid K kinetic energy of the aggregate per unit area ρs mass density of the solid ρf mass density of the fluid vii ρa additional coupling density ρ11,ρ12,ρ 22 total effective mass of solid moving in the fluid and their coupling ρ total mass density of the fluid-solid aggregate qx total force on the solid per unit area in x -direction Qx total force on the fluid per unit area in x -direction u, w displacement vectors of solid and fluid phases aij , bij weighting coefficients for the first- and second-order derivatives (R ) , (R ) residuals for the first- and second-order derivatives t time T measured time ∆T time step ril , λ jl distances between two points in x - and y -direction S ij , Qij neighbourhoods of grid points in x - and y -direction v, η velocities of solid and fluid phases ω circular frequency h Laplace transform parameter (ˆ) Laplace transform E elasticity modulus µ Poisson’s ratio r n normal direction of hole edge viii List of Figures Figure 1.1 The schematic of a fluid-saturated porous bone structure: a spongy bone 13 Figure 2.1 DQ solution of the string vibration equation using 10, 15 and 18 grid points, respectively 35 Figure 2.2 Accuracy and stability relationship with the number of grid points, and the existence of a minimum on the curve of their sum 36 Figure 2.3 Localization of DQ approximation to a neighbourhood of the grid point of interest 37 Figure 2.4 String vibration simulated using localized DQ approximation. Solid lines are the numerical results obtained every 0.3 seconds while dots are the corresponding analytical solutions 38 Figure 3.1 Wave profiles of solid (a) and fluid (b) for vibration problem. Solid lines are the numerical results while diamonds are the corresponding analytical solutions 52 Figure 3.2 Time history of solid (a) and fluid (b) at the point of x =0.75m for vibration problem. Lines are numerical results and diamonds, analytical solutions 53 Figure 3.3 Time history of solid (a) and fluid (b) at the point of x =0.5m for vibration problem. Parameters are: P = E + 07 Pa, Q = E + 07 Pa, R = E + 07 Pa 54 Figure 3.4 The relation between the period of low-frequency oscillation and parameter Q for vibration problem 55 Figure 3.5 Wave profiles of solid for impact problem at different time steps: (a) Numerical solution; (b) Analytical solution 56 ix References Biot M.A. and Clingan F.M. (1942) Bending settlement of a slab resting on a consolidating foundation, Journal of Applied Physics 13, 35-40. Biot M.A. and Willis D.G. (1957) The elastic coefficients of the theory of consolidation, Journal of Applied Mechanics 24, 594-601. Bonnet G. (1987) Basic singular solutions for a poroelastic medium in the dynamic range, Journal of the Acoustical Society of America 82(5), 1758-1762. Booker J.R. (1974) The consolidation of a finite layer subject to surface loading, International Journal of Solids and Structures 10, 1053-1065. Booker J.R. and Carter J.P. (1986) Long term subsidence due to fluid extraction from a saturated, anisotropic, elastic soil mass, The Quarterly Journal of Mechanics and Applied Mathematics 39(1), 85-97. Bougacha S., Tassoulas J. and Roesset J. (1993) Analysis of foundation on fluid-filled poroelastic stratum, Journal of Engineering Mechanics, ASCE 119, 1632-1648. Chen C.N. (2001) Differential quadrature finite difference method for structural mechanics problems, Communications in Numerical Methods in Engineering 17(6), 423-441. Chen J. and Dargush G.F. (1995) Boundary-element method for dynamic poroelastic and thermoelastic analyses, International Journal of Solids and Structures 32(15), 2257-2278. Chen W.L., Striz A.G. and Bert C.W. (2000) High-accuracy plane stress and plate elements in the quadrature element method, International Journal of Solids and Structures 37, 627-647. 105 References Cheng A.H.D., Abousleiman Y. and Roegiers J.C. (1993) Review of some poroelastic effects in rock mechanics, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 30(7), 1119-1126. Cheng A.H.D., Badmus T. and Beskos D.E. (1991) Integral equation for dynamic poroelasticity in frequency domain with BEM solution, Journal of Engineering Mechanics, ASCE 117(5), 1136-1157. Chiarella C. and Booker J.R. (1975) The time-settlement behaviour of a rigid die resting on a deep clay layer, Quarterly Journal of Mechanics and Applied Mathematics 28, 317-328. Chopra M.B. and Dargush G.F. (1995) Boundary-element analysis of stresses in an axisymmetrical soil mass undergoing consolidation, International Journal for Numerical and Analytical Methods in Geomechanics 19(3), 195-218. Christian J.T. and Boehmer J.W. (1970) Plane strain consolidation by finite elements, Journal of Soil Mechanics and Foundation Division, ASCE 96, 1435-1457. Civian F. and Sliepcevich C.M. (1984) Differential quadrature for multidimensional problems, Journal of Mathematical Analysis and Applications 101, 423-443. Cui L., Cheng A.H.D., Kaliakin V.N., et al. (1996) Finite element analyses of anisotropic poroelasticity: A generalized Mandel's problem and an inclined borehole problem, International Journal for Numerical and Analytical Methods in Geomechanics 20(6), 381-401. Dai N., Vafidis A. and Kanasewich E.R. (1995) Wave propagation in heterogeneous, porous media – A velocity-stress finite difference method, Geophysics 60(2), 327340. 106 References Darcy H. (1856) Les fontaines publiques de la ville Dijon, Dalmont, Paris. Dargush G.F. and Banerjee P.K. (1989) A time domain boundary element method for poroelasticity, International Journal for Numerical Methods in Engineering 28(10), 2423-2449. Dargush G.F. and Chopra M.B. (1996) Dynamic analysis of axisymmetric foundations on poroelastic media, Journal of Engineering Mechanics, ASCE 122(7), 623-632. De Boer R. (1996) Highlights in the historical development of the porous media theory: Toward a consistent macroscopic theory, Applied Mechanics Reviews 49(4), 201262. Degrande G. and Deroeck G. (1992) A spectral element method for two-dimensional wave propagation in horizontally layered saturated porous media, Journal of Computers and Structures 44, 717-728. Degrande G., Deroeck G., Van Den Broeck P. and Smeulders D. (1998) Wave propagation in layered dry, saturated and unsaturated poroelastic media, International Journal of Solids and Structures 35, 4753-4778. Delesse A.E. (1848) Pour determiner la composition des roches, Annales des mines, series 13, 379-388. Deresiewicz H. and Rice J.T. (1962) The effect of boundaries on wave propagation in a liquid-filled porous solid, Bulletin of the Seismological Society of America 52, 595638. Dominguez J. (1991) An integral formulation for dynamic poroelasticity, Journal of Applied Mechanics, ASME 58(2), 588-591. 107 References Doyle J.F. (1997) Wave propagation in structures: spectral analysis using fast discrete Fourier transforms, Springer-Verlag, New York. Fick A. (1855) Ueber Diffusion, Annalen der Physik und Chemie 94, 59-86. Fillunger P. (1913) Der Auftrieb in Talsperren, Österr Wochenschrift für den öffentl Baudienst 19, 532-556, 567-570. Fillunger P. (1914) Neuere Grundlagen für die statische Berechnung von Talsperren, Zeitschrift des Österr Ing- und Arch-Vereines 23, 441-447. Fillunger P. (1929) Auftrieb und Unterdruck in Talsperren, Die Wasserwirtschaft 22, 334-336, 371-377, 388-390. Fillunger P. (1930) Zur Frage des Auftriebs in Talsperren, Die Wasserwirtschaft 23, 6366. Fillunger P. (1935) Das Delesse’sche Gesetz, Monatshefte für Math u Physik 42, 87-96. Fillunger P. (1936) Erdbaumechanik, Selbstverlag des Verfassers, Wien. Frenkel I. (1944) On the theory of seismic and seismoelectric phenomena in a moist soil, Journal of Physics 8, 230-241. Fung T.C. (2001) Solving initial value problems by differential quadrature method-Part 2: Second- and higher-order equations, International Journal for Numerical Methods in Engineering 50, 1429-1454. Gajo A., Saetta A. and Vitaliani R. (1994) Evaluation of 3-field and 2-field finiteelement methods for the dynamic-response of saturated soil, International Journal for Numerical Methods in Engineering 37(7), 1231-1247. Garg S.K., Nayfeh A.H. and Good A.J. (1974) Compressional waves in fluid-saturated elastic porous media, Journal of Applied Physics 45, 1968-1974. 108 References Geertsman J. and Smit D. (1961) Some aspects of elastic wave propagation in a fluidsaturated porous solid, Geophysics 27, 169-181. Ghaboussi J. and Dikman S.U. (1978) Liquefaction analysis of horizontally layered sands, Journal of Geotechnical Engineering Division, ASCE GT 3, 341-356. Ghaboussi J. and Wilson E.L. (1972) Variational formulation of dynamics of fluidsaturated porous elastic solids, Journal of Engineering Mechanics Division, ASCE EM 4, 947-963. Ghaboussi J. and Wilson E.L. (1973) Seismic analysis of earth dam-reservoir systems, Journal of Soil Mechanics and Foundation Division, ASCE SM 10, 849-862. Gibson R.E. and McNamee J. (1963) A three-dimensional problem of the consolidation of a semi-infinite clay stratum, The Quarterly Journal of Mechanics and Applied Mathematics 16(2), 115-127. Gibson R.E., Schiffman R.L. and Pu S.L. (1970) Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base, The Quarterly Journal of Mechanics and Applied Mathematics 23, 505-520. Goransson P. (1995) A weighted residual formulation of the acoustic wave propagation through a flexible porous material and comparison with a limp material model, Journal of Sound and Vibration 182, 479-494. Halpern M.R. and Christiano P. (1986) Response of porolelastic halfspace to steadystate harmonic surface tractions, International Journal for Numerical and Analytical Methods in Geomechanics 10, 609-632. Hamilton E.L. (1976) Sound attenuation as a function of depth in the seafloor, Journal of the Acoustical Society of America 59, 528-535. 109 References Hardin B. (1961) Study of elastic wave propagation and damping in granular materials, Ph.D. thesis, University of Florida. Heinrich G. (1938) Wissenschaftliche Grundlagen der Theorie der Setzung von Tonschichten, Wasserkraft und Wasserwirtschaft 33, 5-10 Heinrich G. and Desoyer K. (1955) Hydromechanische Grundlagen für die Behandlung von stationären und instationären Grundwasserströmungen, Ing-Archiv 23, 73-84. Heinrich G. and Desoyer K. (1956) Hydromechanische Grundlagen für die Behandlung von stationären und instationären Grundwasserströmungen, II. Mitteilung, IngArchiv 24, 81-84. Hsieh L. and Yew C.H. (1973) Wave motions in a fluid saturated porous medium, Journal of Applied Mechanics, ASME 40, 873-878. Huang N.C., Szewczyk A.A., Li Y.C. (1990) Variational-principles and finite element method for stress analysis of porous media, International Journal for Numerical and Analytical Methods in Geomechanics 14(1), 1-26. Huyghe J.M., Vancampen D.H., Arts T. and Heethaar R.M. (1991) A two-phase finite element model of the diastolic left-ventricle, Journal of Biomechanics 24(7), 527538. Hwang C.T., Morgenstern N.R. and Murray D.W. (1971) On solutions of plane strain consolidation problem by finite element methods, Canadian Geotechnical Journal 8, 109-118. Ishihara K. (1967) Propagation of compressional waves in a saturated soil, in: Symposium of Wave Propagation and Dynamic Properties of Earth Materials, Albuquerque, New Mexico. 110 References Japon B.R., Gallego R. and Dominguez J. (1997) Dynamic stiffness of foundations on saturated poroelastic soils, Journal of Engineering Mechanics, ASCE 123, 11211129. Jayaraman G. (1983) Water transport in the arterial wall—a theoretical study, Journal of Biomechanics 16, 833-840. Jones J.P. (1961) Rayleigh waves in a porous, elastic, saturated solid, Journal of the Acoustical Society of America 33(7), 959-962. Kang Y.J. and Bolton J.S. (1995) Finite element modelling of isotropic elastic porous materials coupled with acoustical finite elements, Journal of the Acoustical Society of America 98, 635-643. Kausel E. and Roesset J.M. (1981) Stiffness matrices for layered soils, Bulletin of the Seismological Society of America 71, 1743-1761. Kenyon D.E. (1979) A mathematical model of water flux through aortic tissue, Bulletin of Mathematical Biology 41, 79-90. Klanchar M. and Tarbell J.M. (1987) Modeling water flow through arterial tissue, Bulletin of Mathematical Biology 49, 651-669. Kumar R. and Hundal B.S. (2003) Wave propagation in a fluid saturated incompressible porous medium, Indian Journal of Pure & Applied Mathematics 34(4), 651-665. Laasanen M.S., Toyras J., Korhonen R.K., et al. (2003) Biomechanical properties of knee articular cartilage, Biorheology 40, 133-140. Lai W.M. and Mow V.C. (1980) Drag induced compression of articular cartilage during a permeation experiment, Biorheology 17, 111-123. 111 References Laible J.P., Pflaster D., Simon B.R., et al. (1994) A dynamic material parameterestimation procedure for soft-tissue using a poroelastic finite-element model, Journal of Biomechanical Engineering, Transactions of the ASME 116(1), 19-29. Lee T.L., Tsai C.P. and Jeng D.S. (2002) Ocean waves propagating over a Coulombdamped poroelastic seabed of finite thickness: an analytical solution, Computers and Geotechnics 29(2), 119-149. Li L.P., Soulhat J., Buschmann M.D. and Shirazi-Adl A. (1999) Nonlinear analysis of cartilage in unconfined ramp compression using a fibril reinforced poroelastic model, Clinical Biomechanics 14(9), 673-682. Liu Y., Liu K. and Tanimura S. (2002) Wave propagation in transversely isotropic fluidsaturated prelatic media, JSME International Journal Series A 45(3), 348-355. Lysmer J. (1970) Lumped mass method for Rayleigh waves, Bulletin of the Seismological Society of America 60, 89-104. Mak A.F., Lai W.M. and Mow V.C. (1987) Biphasic indentation of articular cartilage— I theoretical results, Journal of Biomechanics 20, 703-714. Manolis G. and Beskos D.E. (1989) Integral formulation and fundamental solutions of dynamic poroelasticity and thermoelasticity, Acta Mechanica 76, 89-104. McNamee J. and Gibson R.E. (1960) Displacement functions and linear transforms applied to diffusion through porous elastic media, The Quarterly Journal of Mechanics and Applied Mathematics 13, 98-111. Mei C.C. and Fonda M.A. (1981) Wave-induced responses in a fluid filled poro-elastic solid with a free surface, Geophysical Journal of the Royal Astronomical Society 66, 597-631. 112 References Mercer G.N. and Barry S.I. (1999) Flow and deformation in poroelasticity—II numerical method, Mathematical and Computer Modelling 30, 31-38. Moradi S. and Taheri F. (1998) Differential quadrature approach for delamination buckling analysis of composites with shear deformation, AIAA Journal 36, 18691873. Moradi S. and Taheri F. (1999) Postbuckling analysis of delaminated composite beams by differential quadrature method, Composite Structures 46, 33-39. Narasimhan T.N., Witherspoon P.A. and Edwards A.L. (1978) Numerical model for saturated-unsaturated flow in deformable porous media, Water Resources Research 14, 255-261. Nazarian H.N. and Hadjian A.H. (1979) Earthquake-induced lateral soil pressures on structures, Journal of Geotechnical Engineering, ASCE 105, 1049-1066. Norris A.N. (1989) Stoneley-wave attenuation and dispersion in permeable formations, Geophysics 54, 330-341. Oomens C.W.J., Van Campen D.H. and Grootenboer H.J. (1987) A mixture approach to the mechanics of skin, Journal of Biomechanics 20, 877-885. Panneton R. and Atalla N. (1997) An efficient finite element scheme for solving the three-dimensional poroelasticity problem in acoustics, Journal of the Acoustical Society of America 101(6), 3287-3298. Paul S. (1976a) On the displacements produced in a porous elastic halfspace by an impulsive line load (non-dissipative case), Pure and Applied Geophysics 114, 605614. 113 References Paul S. (1976b) On the disturbance produced in a semi-infinite poroelastic medium by a surface load, Pure and Applied Geophysics 114, 615-627. Philippacopoulos A.J. (1988) Lamb’s problem for fluid-saturated porous media, Bulletin of the Seismological Society of America 78(2), 908-923. Prevost J.H. (1982) Nonlinear transient phenomena in saturated porous media, Computer Methods in Applied Mechanics and Engineering 20, 3-18. Quan J.R. and Chang C.T. (1989a) New insights in solving distributed system equations by the quadrature method-I. Analysis, Computers & Chemical Engineering 13, 779-788. Quan J.R. and Chang C.T. (1989b) New insights in solving distributed system equations by the quadrature method-II. Numerical experiments, Computers & Chemical Engineering 13, 1017-1024. Rajapakse R.K.N.D. and Senjuntichai T. (1993) Fundamental solutions for a poroelastic half-space with compressible constituents, Journal of Applied Mechanics 60, 847856. Rice J.R. and Cleary M.P. (1976) Some basic stress diffusion solutions for fluidsaturated elastic porous media with compressible constituents, Review of Geophysics and Space Physics 14(2), 227-241. Rizzi S. and Doyle J. (1992) A spectral element approach to wave motion in layered solids, Journal of Vibration and Acoustics 114, 569-577. Sandhu R.S. and Wilson E.L. (1969) Finite-element analysis of seepage in elastic media, Journal of Engineering Mechanics 95, 641-651. 114 References Schanz M. and Cheng A.H.D. (2000) Transient wave propagation in a one-dimensional poroelastic column, Acta Mechanica 145, 1-18. Senjuntichai T. and Rajapakse R.K.N.D. (1994) Dynamic Green’s functions of homogeneous poroelastic half-plane, Journal of Engineering Mechanics, ASCE 120, 2381-2404. Senjuntichai T. and Rajapakse R.K.N.D. (1995) Exact stiffness method for quasi-statics of a multi-layered poroelastic medium, International Journal of Solids and Structures 32, 1535-1553. Sgard F.C., Atalla N. and Nicolas J. (2000) A numerical model for the low frequency diffuse field sound transmission loss of double-wall sound barriers with elastic porous linings, Journal of the Acoustical Society of America 108, 2865-2872. Shu C. (2000) Differential quadrature and its applications in engineering, Berlin: Springer. Shu C., Chen W., Xue H. And Du H. (2001) Numerical study of grid distribution effect on accuracy of DQ analysis of beams and plates by error estimation of derivative approximation, International Journal for Numerical Methods in Engineering 51(2), 159-179. Simon B.R., Zienkiewicz O.C. and Paul D.K. (1984) An analytical solution for the transient response of saturated porous elastic solids, International Journal for Numerical and Analytical Methods in Geomechanics 8, 381-398. Song B.H. and Bolton J.S. (2003) Investigation of the vibrational modes of edgeconstrained fibrous samples placed in a standing wave tube, Journal of the Acoustical Society of America 113(4), 1833-1849. 115 References Spilker R.L., Suh J.K. and Mow V.C. (1992) A finite element analysis of the indentation stress-relaxation response of linear biphasic articular cartilage, Journal of Biomechanical Engineering, Transactions of the ASME 114, 191-201. Stefan J. (1871) Über das Gleichgewicht und die Bewegung, insbesondere die Diffusion von Gasgemengen, Sitzungsber. Akad Wiss, Math-Naturwiss Kl, Abt II a, 63, Wien, 63-124. Stefan J. (1872a) Untersuchung über die Wärmeleitung in Gasen, Erste Abhandlung, Sitzungsber. Akad Wiss, Math-Naturwiss Kl, Abt II a, 64, Wien, 45-69. Stefan J. (1872b) Über die dynamische Theorie der Diffusion der Gase, Sitzungsber. Akad Wiss, Math-Naturwiss Kl, Abt II a, 64, Wien, 323-363. Stoll R.D. and Bryan G.M. (1970) Wave attenuation in saturated sediments, The Journal of the Acoustical Society of America 47, 1440-1447. Stoll R.D. and Kan T.K. (1981) Reflection of acoustic waves at a water-sediment interface, Journal of the Acoustical Society of America 70(1), 149-156. Theodorakopoulos D.D. (2003) Dynamic pressures on a pair of rigid walls retaining poroelastic soil, Soil Dynamics and Earthquake Engineering 23(1), 41-51. Theodorakopoulos D.D., Chassiakos A.P. and Beskos D.E. (2001a) Dynamic pressures on rigid cantilever walls retaining poroelastic soil media, Part I: First method of solution, Soil Dynamics and Earthquake Engineering 21(4), 315-338. Theodorakopoulos D.D., Chassiakos A.P. and Beskos D.E. (2001b) Dynamic pressures on rigid cantilever walls retaining poroelastic soil media, Part II: Second method of solution, Soil Dynamics and Earthquake Engineering 21(4), 339-364. 116 References Vgenopoulou I. and Beskos D.E. (1992) Dynamic behavior of saturated poroviscoelastic media, Acta Mechanica 95, 185-195. Von Terzaghi K. (1923) Die Berechnung der Durchlässigkeitsziffer des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen, Akademie der Wissenschaften in Wien. Sitzungsberichte Math-naturwiss Klasse Abt II a, 132, No 3/4, 125-138. Woltman R. (1794) Beyträge zur Hydraulischen Architectur, Dritter Band, Johann Christian Dietrich, Gottingen. Wu J.Z., Dong R.G., Schopper A.W. and Smutz W.P. (2003) Analysis of skin deformation profiles during sinusoidal vibration of fingerpad, Annals of Biomedical Engineering 31(7), 867-878. Wu T.Y. and Liu G.R. (1999) A differential quadrature as a numerical method to solve differential equations, Computational Mechanics 24, 197-205. Wu T.Y. and Liu G.R. (2000) The generalized differential quadrature rule for initialvalue differential equations, Journal of Sound and Vibration 233(2), 195-213. Wu T.Y. and Liu G.R. (2001) The generalized differential quadrature rule for fourthorder differential equations, International Journal for Numerical Methods in Engineering 50, 1907-1929. Wu T.Y., Wang Y.Y. and Liu G.R. (2002) Free vibration analysis of circular plates using generalized differential quadrature rule, Computer Methods in Applied Mechanics and Engineering 191(46), 5365-5380. 117 References Wu T.Y., Wang Y.Y. and Liu G.R (2003) A generalized differential quadrature rule for bending analysis of cylindrical barrel shells, Computer Methods in Applied Mechanics and Engineering 192(13-14), 1629-1647. Yamamoto T., Koning H.L., Sillmeiher H. and Hijum E.V. (1978) On the response of a poro-elastic bed to water waves, Journal of Fluid Mechanics 87, 193-206. Yang M. and Taber L.A. (1991) The possible role of poroelasticity in the apparent viscoelastic behaviour of passive cardiac muscle, Journal of Biomechanics 24, 587597. Yang M., Taber L.A. and Clark E.B. (1994) A nonlinear poroelastic model for the trabecular embryonic heart, Journal of Biomechanical Engineering, Transactions of the ASME 116(2), 213-223. Zeinkiewicz O.C. (1980) Nonlinear problems of soil statics and dynamics, in: Proceedings of Europe-US Symposium on Nonlinear Finite Element Analysis in Structural Mechanics, Ruhr Universitat, Bochum, Springer-Verlag. Zeinkiewicz O.C., Humpheson C. and Lewis R.W. (1977) A unified approach to soil mechanics problems, in: Finite Elements in Geomechanics, John Willy, New York, pp. 151-178. Zeinkiewicz O.C. and Shiomi T. (1984) Dynamic behavior of saturated porous media: the generalised Biot formulation and its numerical solution, International Journal for Numerical and Analytical Methods in Geomechanics 8, 71-96. Zhang J.F. (1999) Quadrangle-grid velocity-stress finite difference method for poroelastic wave equations, Geophysical Journal International 139(1), 171-182. 118 References Zimmerman C. and Stern M. (1994) Analytical solutions for harmonic wave propagation in poroelastic media, Journal of Engineering Mechanics, ASCE 120, 2154-2178. Zong Z. and Lam K.Y. (2002) A localized differential quadrature method and it application to the 2D wave equations, Computational Mechanics 29, 382-391. 119 List of publications 1. Lam K. Y., Zhang J. and Zong Z. (2004) A numerical study of wave propagation in a poroelastic medium by use of localized differential quadrature method, Applied Mathematical Modelling 28, 487-511. 2. Lam K. Y., Zhang J. and Zong Z. (2003) Wave propagations in a holed poroelastic medium by use of localized differential quadrature (LDQ) method. Communications in Numerical Methods in Engineering (submitted). 120 [...]... The schematic of a fluid-saturated porous bone structure: a spongy bone 13 Chapter 2 An introduction: poroelastic theory and the localized differential quadrature method Chapter 2 An introduction: poroelastic theory and the localized differential quadrature method 2.1 General The theory of propagation of elastic waves in fluid-saturated poroelastic media was originally established by Biot (195 6a) in. .. wave propagation in a column due to transient loading cases such as impact and step loadings Kumar and Hundal (2003) applied the method of characteristics to study the propagation of plane, cylindrical and spherical 6 Chapter 1 Introduction waves in a fluid-saturated incompressible porous medium Based on Biot’s theory, most of the investigations on wave propagations in poroelastic media have generally... facilitate the numerical simulations Numerical examples are given to analyse and compare the wave scattering characteristics 1.4 Outline of the thesis Chapter 2 presents the theory of propagation of elastic waves in fluid-saturated porous media and the proposed localized differential quadrature (LDQ) method in oneand two-dimension The technique to discretize the poroelastic governing equations using... yet Wave propagation in poroelastic media has wide applications A lot of our knowledge about the inner structure of the earth comes from seismic waves Careful analysis of the profiles of the seismic waves leads geography scientists to plot the density variations and compositions of the earth In medicine, by detecting the changes of the profiles of the waves in bone, doctors may locate the deep-seated... the shear modulus of the material The coefficient R is a measure of the pressure required on the fluid to force a certain volume of the fluid into the aggregate 17 Chapter 2 An introduction: poroelastic theory and the localized differential quadrature method while the total volume remains constant and Q is of the nature of a coupling between the volume change of the solid and that of the fluid Details... Rajapakse (1994) Rajapakse and Senjuntichai (1993) obtained the fundamental solutions for a poroelastic half-space under applied a static patch load and concentrated load using Laplace-Hankel integral transforms Zimmerman and Stern (1994) obtained several analytical solutions for some basic problems of harmonic wave propagation in a poroelastic medium Schanz and Cheng (2000) offered some solutions of. .. LDQ method to study wave propagations in 2-D and 2-D holed poroelastic media Linear interpolations are adopted to generalize the proposed method to 2-D poroelastic media with holes The phenomena of wave scattering over holes in fluid-saturated porous media are comparatively and qualitatively analysed Chapter 5 ends the thesis by concluding remarks and recommendations for further studies 12 Chapter 1 Introduction... elastic waves and in turn the sizes of the pores is small compared to the size of the element 4 The deformations are small enough so that linear elasticity theory (the small deformation theory) may be used to solid deformation 15 Chapter 2 An introduction: poroelastic theory and the localized differential quadrature method 5 The governing equations are derived in the absence of dissipation 2.2.2 The. .. observations From the stability analysis, we conclude that in spite of high 20 Chapter 2 An introduction: poroelastic theory and the localized differential quadrature method accuracy, DQ becomes more unstable if more grid points are used To keep balance between accuracy and stability, a localized differential quadrature (LDQ) method is proposed It is characterized by applying DQ approximation to a small... simulation of wave propagation always requires a high-precision scheme Based on such consideration, we propose a localized differential quadrature method to numerically simulate wave propagation in a poroelastic medium 1.2 Literature review The origin of the theory of poroelasticity can be traced back to the late eighteenth century when it was called porous media theory First contributions to the theory of . numerically simulate wave propagation in a poroelastic medium. First, the theory of propagation of elastic waves in fluid-saturated poroelastic media and the localized differential quadrature (LDQ). Chapter 4 Wave propagations in 2-D and 2-D holed poroelastic media by use of the LDQ method 61 4.1 General 61 4.2 Wave propagation in 2-D poroelastic media 62 4.3 Wave propagation in. Founded 1905 A NUMERICAL STUDY OF WAVE PROPAGATION IN POROELASTIC MEDIA BY USE OF THE LOCALIZED DIFFERENTIAL QUADRATURE (LDQ) METHOD ZHANG JIAN (B. Eng., Dalian University of Technology,

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