Maximum entropy based finite element analysis of porous media
Emad NOROUZI, Hesam MOSLEMZADEH, Soheil MOHAMMADI
Maximum entropy based finite element analysis of porous media
The maximum entropy theory has been used in a wide variety of physical, mathematical and engineering applications in the past few years. However, its application in numerical methods, especially in developing new shape functions, has attracted much interest in recent years. These shape functions possess the potential for performing better than the conventional basis functions in problems with randomly generated coarse meshes. In this paper, the maximum entropy theory is adopted to spatially discretize the deformation variable of the governing coupled equations of porous media. This is in line with the well-known fact that higher-order shape functions can provide more stable solutions in porous problems. Some of the benchmark problems in deformable porous media are solved with the developed approach and the results are compared with available references.
maximum entropy FEM / fully coupled multi-phase system / porous media
[1] |
Touma J, Vauclin M. Experimental and numerical analysis of two-phase infiltration in a partially saturated soil. Transport in Porous Media, 1986, 1(1): 27–55
CrossRef
Google scholar
|
[2] |
Faust C R, Guswa J H, Mercer J W. Simulation of three-dimensional flow of immiscible fluids within and below the unsaturated zone. Water Resources Research, 1989, 25(12): 2449–2464
CrossRef
Google scholar
|
[3] |
Ataie-Ashtiani B, Raeesi-Ardekani D. Comparison of numerical formulations for two-phase flow in porous media. Geotechnical and Geological Engineering, 2010, 28(4): 373–389
CrossRef
Google scholar
|
[4] |
Durlofsky L J. A triangle based mixed finite element—finite volume technique for modeling two phase flow through porous media. Journal of Computational Physics, 1993, 105(2): 252–266
CrossRef
Google scholar
|
[5] |
Forsyth P A, Wu Y, Pruess K. Robust numerical methods for saturated-unsaturated flow with dry initial conditions in heterogeneous media. Advances in Water Resources, 1995, 18(1): 25–38
CrossRef
Google scholar
|
[6] |
Jenny P, Lee S H, Tchelepi H A. Adaptive multiscale finite-volume method for multiphase flow and transport in porous media. Multiscale Modeling & Simulation, 2005, 3(1): 50–64
CrossRef
Google scholar
|
[7] |
Klieber W, Rivière B. Adaptive simulations of two-phase flow by discontinuous Galerkin methods. Computer Methods in Applied Mechanics and Engineering, 2006, 196(1‒3): 404–419
CrossRef
Google scholar
|
[8] |
Epshteyn Y, Rivière B. Fully implicit discontinuous finite element methods for two-phase flow. Applied Numerical Mathematics, 2007, 57(4): 383–401
CrossRef
Google scholar
|
[9] |
.Li X O, Zienkiewicz
CrossRef
Google scholar
|
[10] |
Rahman N A, Lewis R W. Finite element modelling of multiphase immiscible flow in deforming porous media for subsurface systems. Computers and Geotechnics, 1999, 24(1): 41–63
CrossRef
Google scholar
|
[11] |
Laloui L, Klubertanz G, Vulliet L. Solid–liquid–air coupling in multiphase porous media. International Journal for Numerical and Analytical Methods in Geomechanics, 2003, 27(3): 183–206
CrossRef
Google scholar
|
[12] |
Oettl G, Stark R, Hofstetter G. Numerical simulation of geotechnical problems based on a multi-phase finite element approach. Computers and Geotechnics, 2004, 31(8): 643–664
CrossRef
Google scholar
|
[13] |
Stelzer R, Hofstetter G. Adaptive finite element analysis of multi-phase problems in geotechnics. Computers and Geotechnics, 2005, 32(6): 458–481
CrossRef
Google scholar
|
[14] |
Callari C, Abati A. Finite element methods for unsaturated porous solids and their application to dam engineering problems. Computers & Structures, 2009, 87(7‒8): 485–501
CrossRef
Google scholar
|
[15] |
Nguyen V P, Lian H, Rabczuk T, Bordas S. Modelling hydraulic fractures in porous media using flow cohesive interface elements. Engineering Geology, 2017, 225: 68–82
CrossRef
Google scholar
|
[16] |
Samimi S, Pak A. Three-dimensional simulation of fully coupled hydro-mechanical behavior of saturated porous media using Element Free Galerkin (EFG) method. Computers and Geotechnics, 2012, 46: 75–83
CrossRef
Google scholar
|
[17] |
Goudarzi M, Mohammadi S. Weak discontinuity in porous media: an enriched EFG method for fully coupled layered porous media. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(17): 1792–1822
CrossRef
Google scholar
|
[18] |
Goudarzi M, Mohammadi S. Analysis of cohesive cracking in saturated porous media using an extrinsically enriched EFG method. Computers and Geotechnics, 2015, 63: 183–198
CrossRef
Google scholar
|
[19] |
Samimi S, Pak A. A three-dimensional mesh-free model for analyzing multi-phase flow in deforming porous media. Meccanica, 2016, 51(3): 517–536
CrossRef
Google scholar
|
[20] |
Mohammadnejad T, Khoei A. Hydro-mechanical modeling of cohesive crack propagation in multiphase porous media using the extended finite element method. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(10): 1247–1279
CrossRef
Google scholar
|
[21] |
Goodarzi M, Mohammadi S, Jafari A. Numerical analysis of rock fracturing by gas pressure using the extended finite element method. Petroleum Science, 2015, 12(2): 304–315
CrossRef
Google scholar
|
[22] |
Mohammadnejad T, Khoei A R. An extended finite element method for hydraulic fracture propagation in deformable porous media with the cohesive crack model. Finite Elements in Analysis and Design, 2013, 73: 77–95
CrossRef
Google scholar
|
[23] |
Zhuang X, Wang Q, Zhu H. A 3D computational homogenization model for porous material and parameters identification. Computational Materials Science, 2015, 96: 536–548
CrossRef
Google scholar
|
[24] |
Zhu H, Wang Q, Zhuang X. A nonlinear semi-concurrent multiscale method for fractures. International Journal of Impact Engineering, 2016, 87: 65–82
CrossRef
Google scholar
|
[25] |
Bayesteh H, Mohammadi S. Micro-based enriched multiscale homogenization method for analysis of heterogeneous materials. International Journal of Solids and Structures, 2017, 125: 22–42
CrossRef
Google scholar
|
[26] |
Fatemi Dehaghani P, Hatefi Ardakani S, Bayesteh H, Mohammadi S. 3D hierarchical multiscale analysis of heterogeneous SMA based materials. International Journal of Solids and Structures, 2017, 118–119: 24–40
CrossRef
Google scholar
|
[27] |
Beltzer A I. Entropy characterization of finite elements. International Journal of Solids and Structures, 1996, 33(24): 3549–3560
CrossRef
Google scholar
|
[28] |
Shannon C E. Communication theory of secrecy systems. Bell Labs Technical Journal, 1949, 28(4): 656–715
CrossRef
Google scholar
|
[29] |
Sukumar N. Construction of polygonal interpolants: a maximum entropy approach. International Journal for Numerical Methods in Engineering, 2004, 61(12): 2159–2181
CrossRef
Google scholar
|
[30] |
Arroyo M, Ortiz M. Local maximum-entropy approximation schemes: a seamless bridge between finite elements and meshfree methods. International Journal for Numerical Methods in Engineering, 2006, 65(13): 2167–2202
CrossRef
Google scholar
|
[31] |
Millán D, Sukumar N, Arroyo M. Cell-based maximum-entropy approximants. Computer Methods in Applied Mechanics and Engineering, 2015, 284: 712–731
CrossRef
Google scholar
|
[32] |
Ortiz A, Puso M, Sukumar N. Maximum-entropy meshfree method for compressible and near-incompressible elasticity. Computer Methods in Applied Mechanics and Engineering, 2010, 199(25): 1859–1871
CrossRef
Google scholar
|
[33] |
Ortiz A, Puso M, Sukumar N. Maximum-entropy meshfree method for incompressible media problems. Finite Elements in Analysis and Design, 2011, 47(6): 572–585
CrossRef
Google scholar
|
[34] |
Quaranta G, Kunnath S K, Sukumar N. Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures. Engineering Structures, 2012, 42: 179–189
CrossRef
Google scholar
|
[35] |
Ullah Z, Coombs W, Augarde C. An adaptive finite element/meshless coupled method based on local maximum entropy shape functions for linear and nonlinear problems. Computer Methods in Applied Mechanics and Engineering, 2013, 267: 111–132
CrossRef
Google scholar
|
[36] |
Amiri F, Anitescu C, Arroyo M, Bordas S P A, Rabczuk T. XLME interpolants, a seamless bridge between XFEM and enriched meshless methods. Computational Mechanics, 2014, 53(1): 45–57
CrossRef
Google scholar
|
[37] |
Amiri F, Millán D, Shen Y, Rabczuk T, Arroyo M. Phase-field modeling of fracture in linear thin shells. Theoretical and Applied Fracture Mechanics, 2014, 69: 102–109
CrossRef
Google scholar
|
[38] |
Amiri F, Millán D, Arroyo M, Silani M, Rabczuk T. Fourth order phase-field model for local max-ent approximants applied to crack propagation. Computer Methods in Applied Mechanics and Engineering, 2016, 312: 254–275
CrossRef
Google scholar
|
[39] |
Wu C, Young D, Hong H. Adaptive meshless local maximum-entropy finite element method for convection-diffusion problems. Computational Mechanics, 2014, 53(1): 189–200
CrossRef
Google scholar
|
[40] |
Kardani O, Nazem M, Kardani M, Sloan S. On the application of the maximum entropy meshfree method for elastoplastic geotechnical analysis. Computers and Geotechnics, 2017, 84: 68–77
CrossRef
Google scholar
|
[41] |
Nazem M, Kardani M, Bienen B, Cassidy M. A stable maximum-entropy meshless method for analysis of porous media. Computers and Geotechnics, 2016, 80: 248–260
CrossRef
Google scholar
|
[42] |
Navas P, López-Querol S, Yu R C, Li B. Meshfree Methods Applied to Consolidation Problems in Saturated Soils. In: Weinberg K, Pandolfi A, eds. Innovative Numerical Approaches for Multi-Field and Multi-Scale Problems. Springer, 2016, 241–264
|
[43] |
Navas P, López-Querol S, Yu R C, Li B. B-bar based algorithm applied to meshfree numerical schemes to solve unconfined seepage problems through porous media. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(6): 962–984
CrossRef
Google scholar
|
[44] |
Navas P, Yu R C, López-Querol S, Li B. Dynamic consolidation problems in saturated soils solved through u–w formulation in a LME meshfree framework. Computers and Geotechnics, 2016, 79: 55–72
CrossRef
Google scholar
|
[45] |
Zakrzewski N, Nazem M, Sloan S W, Cassidy M
|
[46] |
Lewis R W, Schrefler B A. The finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media. John Wiley& Sons, 1998
|
[47] |
Jaynes E T. On the rationale of maximum-entropy methods. Proceedings of the IEEE, 1982, 70(9): 939–952
CrossRef
Google scholar
|
[48] |
Gull S F, Skilling J. Maximum entropy method in image processing. In: IEE Proceedings F- Communications, Radar and Signal Processing. IET, 1984
|
[49] |
Golan A, Judge G G, Miller D. Maximum Entropy Econometrics. John Wiley & Sons, 1996
|
[50] |
.Karmeshu J. Entropy Measures, Maximum Entropy Principle and Emerging Applications. Springer Science & Business Media, 2003
|
[51] |
Jaynes E T. Information theory and statistical mechanics. Physical Review, 1957, 106(4): 620–630
CrossRef
Google scholar
|
[52] |
Gawin D, Baggio P, Schrefler B A. Coupled heat, water and gas flow in deformable porous media. International Journal for Numerical Methods in Fluids, 1995, 20(8–9): 969–987 doi:10.1002/fld.1650200817
|
[53] |
Khoei A, Mohammadnejad T. Numerical modeling of multiphase fluid flow in deforming porous media: a comparison between two-and three-phase models for seismic analysis of earth and rockfill dams. Computers and Geotechnics, 2011, 38(2): 142–166
CrossRef
Google scholar
|
[54] |
Schrefler B A, Scotta R. A fully coupled dynamic model for two-phase fluid flow in deformable porous media. Computer Methods in Applied Mechanics and Engineering, 2001, 190(24–25): 3223–3246
CrossRef
Google scholar
|
[55] |
Brooks R H, Corey A T, 0. Hydraulic properties of porous media and their relation to drainage design. Transactions of the ASAE. American Society of Agricultural Engineers, 1964, 7(1): 26–28
CrossRef
Google scholar
|
[56] |
Booker J R, Small J. Finite layer analysis of consolidation. I. International Journal for Numerical and Analytical Methods in Geomechanics, 1982, 6(2): 151–171
CrossRef
Google scholar
|
[57] |
Booker J, Small J. A method of computing the consolidation behaviour of layered soils using direct numerical inversion of Laplace transforms. International Journal for Numerical and Analytical Methods in Geomechanics, 1987, 11(4): 363–380
CrossRef
Google scholar
|
[58] |
Gibson R, Schiffman R, Pu S. Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base. Quarterly Journal of Mechanics and Applied Mathematics, 1970, 23(4): 505–520
CrossRef
Google scholar
|
[59] |
Aboustit B, Advani S, Lee J. Variational principles and finite element simulations for thermo-elastic consolidation. International Journal for Numerical and Analytical Methods in Geomechanics, 1985, 9(1): 49–69
CrossRef
Google scholar
|
[60] |
Liakopoulos A C. Transient Flow Through Unsaturated Porous Media. Dissertation for PhD degree. University of California, Berkeley. 1964
|
[61] |
Narasimhan T N, Witherspoon P. Numerical model for saturated-unsaturated flow in deformable porous media: 3. Applications. Water Resources Research, 1978, 14(6): 1017–1034
CrossRef
Google scholar
|
[62] |
Schrefler B, Simoni L. A unified approach to the analysis of saturated-unsaturated elastoplastic porous media. Numerical Methods in Geomechanics, 1988, 1: 205–212
|
[63] |
Zienkiewicz O, Xie Y M, Schrefler B A, Ledesma A, BicanicN. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems. In: Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences. The Royal Society, 1990
|
[64] |
Schrefler B, Zhan
CrossRef
Google scholar
|
[65] |
Gawin D, Schrefler B A, Galindo M. Thermo-hydro-mechanical analysis of partially saturated porous materials. Engineering Computations, 1996, 13(7): 113–143
CrossRef
Google scholar
|
[66] |
.Wang X W, Schrefler B. Fully coupled thermo-hydro-mechanical analysis by an algebraic multigrid method. Engineering Computations, 2003, 20(2): 211–229
CrossRef
Google scholar
|
[67] |
Ehlers W, Graf T, Ammann M. Deformation and localization analysis of partially saturated soil. Computer Methods in Applied Mechanics and Engineering, 2004, 193(27): 2885–2910
CrossRef
Google scholar
|
/
〈 | 〉 |