Wave propagation and localization problems in saturated viscoplastic geomaterials
This paper presents an improved algorithm to deal with wave propagation and localization problems in saturated viscoplastic geomaterials. It consists of a mixed formulation in terms of effective stress, velocity and pore pressure that uses a fractional step algorithm allowing the use of equal order...
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| Published in: | International journal for numerical methods in engineering Vol. 68; no. 4; pp. 425 - 447 |
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| Main Authors: | , , |
| Format: | Journal Article |
| Language: | English |
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Chichester, UK
John Wiley & Sons, Ltd
22.10.2006
Wiley |
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| ISSN: | 0029-5981, 1097-0207 |
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| Abstract | This paper presents an improved algorithm to deal with wave propagation and localization problems in saturated viscoplastic geomaterials. It consists of a mixed formulation in terms of effective stress, velocity and pore pressure that uses a fractional step algorithm allowing the use of equal order of interpolation for the three variables and the simplest element such as the linear triangle. The viscoplastic model used is of modified cam‐clay type. Viscoplasticity results in a strong source term that deteriorates the accuracy of the two‐step Taylor–Galerkin algorithm. Therefore a Runge–Kutta splitting scheme has been used to deal with the source terms, resulting in a better accuracy of the method. Copyright © 2006 John Wiley & Sons, Ltd. |
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| AbstractList | This paper presents an improved algorithm to deal with wave propagation and localization problems in saturated viscoplastic geomaterials. It consists of a mixed formulation in terms of effective stress, velocity and pore pressure that uses a fractional step algorithm allowing the use of equal order of interpolation for the three variables and the simplest element such as the linear triangle. The viscoplastic model used is of modified cam‐clay type. Viscoplasticity results in a strong source term that deteriorates the accuracy of the two‐step Taylor–Galerkin algorithm. Therefore a Runge–Kutta splitting scheme has been used to deal with the source terms, resulting in a better accuracy of the method. Copyright © 2006 John Wiley & Sons, Ltd. This paper presents an improved algorithm to deal with wave propagation and localization problems in saturated viscoplastic geomaterials. It consists of a mixed formulation in terms of effective stress, velocity and pore pressure that uses a fractional step algorithm allowing the use of equal order of interpolation for the three variables and the simplest element such as the linear triangle. The viscoplastic model used is of modified cam-clay type. Viscoplasticity results in a strong source term that deteriorates the accuracy of the two-step Taylor-Galerkin algorithm. Therefore a Runge-Kutta splitting scheme has been used to deal with the source terms, resulting in a better accuracy of the method. |
| Author | Pastor, M. Herreros, M. I. Mabssout, M. |
| Author_xml | – sequence: 1 givenname: M. surname: Mabssout fullname: Mabssout, M. email: mabssout@fstt.ac.ma organization: Faculté des Sciences et Techniques, BP: 416, Tanger, Morocco – sequence: 2 givenname: M. I. surname: Herreros fullname: Herreros, M. I. email: isabel.herreros@cedex.es organization: Group of Mathematical Modelling in Engineering (M2i), Department of Applied Mathematics, ETS de Ingenieros de Caminos, Madrid, Spain – sequence: 3 givenname: M. surname: Pastor fullname: Pastor, M. email: mpastor@cedex.es organization: Group of Mathematical Modelling in Engineering (M2i), Department of Applied Mathematics, ETS de Ingenieros de Caminos, Madrid, Spain |
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| Keywords | Clay cam-clay Localized mode Fractional step method fractional step Taylor series saturated Runge Kutta method viscoplastic Modeling Cam Inelasticity Taylor-Galerkin Viscoplasticity Galerkin method Runge-Kutta Geomaterial |
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| References | Pastor M, Li T, Liu X, Zienkiewicz OC, Quecedo M. A fractional sep algorithm allowing equal order of interpolation for coupled analysis of saturated soil problems. Mechanics of Cohesive-Frictional Materials 2000; 5:511-534. Zienkiewicz OC, Xie YM, Schrefler BA, Ledesma A, Bicanic N. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems. Proceedings of the Royal Society of London, Series A 1990; 429:311-321. Safjan A, Oden JT. High-order Taylor-Galerkin and adaptive H-P methods for 2nd-order hyperbolic systems-application to elastodynamics. Computer Methods in Applied Mechanics and Engineering 1993; 103:187-230. Brezzi F. On the existence, uniqueness and approximations of saddle point problems arising from Lagrange multipliers. RAIRO 1974; 8-R2:129-151. Zienkiewicz OC, Chan AHC, Pastor M, Paul DK, Shiomi T. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems. Proceedings of the Royal Society of London, Series A 1990; 429:285-309. Peraire J, Zienkiewicz OC, Morgan K. Shallow water problems: a general explicit formulation. International Journal for Numerical Methods in Engineering 1986; 22:547-574. Zienkiewicz OC, Chang CT, Bettess P. Drained, undrained, consolidating and dynamic behaviour assumption in soils. Géotechnique 1980; 30(4):385-395. Xikui L, Xianhong H, Pastor M. An iterative stabilized fractional step algorithm for finite element analysis in saturated soil dynamics. Computer Methods in Applied Mechanics and Engineering 2003; 192(35-36):3845-3859. Babuška I. The finite element method with Lagrange multipliers. Numerische Mathematik 1973; 20:179-192. Mabssout M, Pastor M, Herreros MI, Quecedo M. A Runge-Kutta, Taylor-Galerkin scheme for hyperbolic systems with source terms. Application to shock wave propagation in viscoplastic geomaterials. International Journal for Numerical and Analytical Methods in Geomechanics 2005, submitted. Mabssout M, Pastor M. A Taylor-Galerkin algorithm for shock wave propagation and strain localization failure of viscoplastic continua. Computer Methods in Applied Mechanics and Engineering 2003; 192:955-971. Toro E. Riemann Solvers and Numerical Methods for Fluid Dynamics. A Practical Introduction (2nd edn). Springer: Berlin, 1999. Tamma KK, Namburu RR. Explicit second-order accurate Taylor-Galerkin based finite element formulation for linear/nonlinear transient heat transfer. Numerical Heat Transfer 1988; 13:409-426. Mabssout M, Pastor M. A two step Taylor-Galerkin algorithm for shock wave propagation in soils. International Journal for Numerical and Analytical Methods in Geomechanics 2003; 27:685-704. Tamma KK, Namburu RR. A new finite-element-based Lax-Wendroff/Taylor-Galerkin methodology for computational dynamics. Computer Methods in Applied Mechanics and Engineering 1988; 71:137-150. Zhang Y, Tabarrok B. Modifications to the Lax-Wendroff scheme for hyperbolic systems with source terms. International Journal for Numerical Methods in Engineering 1999; 44:27-40. Zienkiewicz OC, Shiomi T. Dynamic behaviour of saturated porous media: the generalised Biot formulation and its numerical solution. International Journal for Numerical and Analytical Methods in Geomechanics 1984; 8:71-96. Quecedo M, Pastor M, Herreros MI, Fernández Merodo JA. Numerical modelling of the propagation of fast landslides using the finite element method. International Journal for Numerical Methods in Engineering 2004; 59:755-794. Zienkiewicz OC, Chan AHC, Pastor M, Schrefler B, Shiomi T. Computational Geomechanics. Wiley: New York, 2000. Pastor M, Li T, Liu X, Zienkiewicz OC. Stabilized low-order finite elements for failure and localization problems in undrained soils and foundations. Computer Methods in Applied Mechanics and Engineering 1999; 174:219-234. Chorin AJ. Numerical solution of incompressible flow problems. Studies in Numerical Analysis 1968; 2:64-71. Pastor M, Quecedo M, Zienkiewicz OC. A mixed displacement-pressure formulation for numerical analysis of plastic failure. Computers and Structures 1997; 62(I):13-23. Adachi T, Oka F. Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soils and Foundations 1982; 22(4):57-70. Pastor M, Zienkiewicz OC, Li T, Xiaoqing L, Huang M. Stabilized finite elements with equal order of interpolation for soil dynamics problems. Archives of Computational Methods in Engineering 1999; 6(1):3-33. Tamma KK, Namburu RR. An explicit velocity based Lax-Wendroff/Taylor-Galerkin methodology of computation for the dynamics of structures. International Journal of Computers and Structures 1989; 30(5):1017-1024. Zienkiewicz OC, Qu S, Taylor RL, Nakazawa S. The patch test for mixed formulations. International Journal for Numerical Methods in Engineering 1986; 23:1873-1883. 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| References_xml | – reference: Zienkiewicz OC, Shiomi T. Dynamic behaviour of saturated porous media: the generalised Biot formulation and its numerical solution. International Journal for Numerical and Analytical Methods in Geomechanics 1984; 8:71-96. – reference: Quecedo M, Pastor M, Zienkiewicz OC. Application of a fractional step method to localization problems. Computers and Structures 2000; 74:535-545. – reference: Pastor M, Li T, Liu X, Zienkiewicz OC. Stabilized low-order finite elements for failure and localization problems in undrained soils and foundations. Computer Methods in Applied Mechanics and Engineering 1999; 174:219-234. – reference: Tamma KK, Namburu RR. Explicit second-order accurate Taylor-Galerkin based finite element formulation for linear/nonlinear transient heat transfer. Numerical Heat Transfer 1988; 13:409-426. – reference: Mabssout M, Pastor M. A two step Taylor-Galerkin algorithm for shock wave propagation in soils. International Journal for Numerical and Analytical Methods in Geomechanics 2003; 27:685-704. – reference: Zienkiewicz OC, Xie YM, Schrefler BA, Ledesma A, Bicanic N. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems. Proceedings of the Royal Society of London, Series A 1990; 429:311-321. – reference: Adachi T, Oka F. Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soils and Foundations 1982; 22(4):57-70. – reference: Pastor M, Li T, Liu X, Zienkiewicz OC, Quecedo M. A fractional sep algorithm allowing equal order of interpolation for coupled analysis of saturated soil problems. Mechanics of Cohesive-Frictional Materials 2000; 5:511-534. – reference: Tamma KK, Namburu RR. An explicit velocity based Lax-Wendroff/Taylor-Galerkin methodology of computation for the dynamics of structures. International Journal of Computers and Structures 1989; 30(5):1017-1024. – reference: Zienkiewicz OC, Chan AHC, Pastor M, Paul DK, Shiomi T. Static and dynamic behaviour of soils: a rational approach to quantitative solutions. I. Fully saturated problems. Proceedings of the Royal Society of London, Series A 1990; 429:285-309. – reference: Mabssout M, Pastor M, Herreros MI, Quecedo M. A Runge-Kutta, Taylor-Galerkin scheme for hyperbolic systems with source terms. Application to shock wave propagation in viscoplastic geomaterials. International Journal for Numerical and Analytical Methods in Geomechanics 2005, submitted. – reference: Brezzi F. On the existence, uniqueness and approximations of saddle point problems arising from Lagrange multipliers. RAIRO 1974; 8-R2:129-151. – reference: Zienkiewicz OC, Chan AHC, Pastor M, Schrefler B, Shiomi T. Computational Geomechanics. Wiley: New York, 2000. – reference: Zhang Y, Tabarrok B. Modifications to the Lax-Wendroff scheme for hyperbolic systems with source terms. International Journal for Numerical Methods in Engineering 1999; 44:27-40. – reference: Quecedo M, Pastor M, Herreros MI, Fernández Merodo JA. Numerical modelling of the propagation of fast landslides using the finite element method. International Journal for Numerical Methods in Engineering 2004; 59:755-794. – reference: Chorin AJ. Numerical solution of incompressible flow problems. Studies in Numerical Analysis 1968; 2:64-71. – reference: Tamma KK, Namburu RR. A new finite-element-based Lax-Wendroff/Taylor-Galerkin methodology for computational dynamics. Computer Methods in Applied Mechanics and Engineering 1988; 71:137-150. – reference: Pastor M, Zienkiewicz OC, Li T, Xiaoqing L, Huang M. Stabilized finite elements with equal order of interpolation for soil dynamics problems. Archives of Computational Methods in Engineering 1999; 6(1):3-33. – reference: Pastor M, Quecedo M, Zienkiewicz OC. A mixed displacement-pressure formulation for numerical analysis of plastic failure. Computers and Structures 1997; 62(I):13-23. – reference: Peraire J, Zienkiewicz OC, Morgan K. Shallow water problems: a general explicit formulation. International Journal for Numerical Methods in Engineering 1986; 22:547-574. – reference: Zienkiewicz OC, Qu S, Taylor RL, Nakazawa S. The patch test for mixed formulations. International Journal for Numerical Methods in Engineering 1986; 23:1873-1883. – reference: Xikui L, Xianhong H, Pastor M. An iterative stabilized fractional step algorithm for finite element analysis in saturated soil dynamics. Computer Methods in Applied Mechanics and Engineering 2003; 192(35-36):3845-3859. – reference: Zienkiewicz OC, Chang CT, Bettess P. Drained, undrained, consolidating and dynamic behaviour assumption in soils. Géotechnique 1980; 30(4):385-395. – reference: Mabssout M, Pastor M. A Taylor-Galerkin algorithm for shock wave propagation and strain localization failure of viscoplastic continua. Computer Methods in Applied Mechanics and Engineering 2003; 192:955-971. – reference: Safjan A, Oden JT. High-order Taylor-Galerkin and adaptive H-P methods for 2nd-order hyperbolic systems-application to elastodynamics. Computer Methods in Applied Mechanics and Engineering 1993; 103:187-230. – reference: Babuška I. The finite element method with Lagrange multipliers. Numerische Mathematik 1973; 20:179-192. – reference: Toro E. Riemann Solvers and Numerical Methods for Fluid Dynamics. A Practical Introduction (2nd edn). Springer: Berlin, 1999. – volume: 59 start-page: 755 year: 2004 end-page: 794 article-title: Numerical modelling of the propagation of fast landslides using the finite element method publication-title: International Journal for Numerical Methods in Engineering – volume: 71 start-page: 137 year: 1988 end-page: 150 article-title: A new finite‐element‐based Lax–Wendroff/Taylor–Galerkin methodology for computational dynamics publication-title: Computer Methods in Applied Mechanics and Engineering – volume: 2 start-page: 64 year: 1968 end-page: 71 article-title: Numerical solution of incompressible flow problems publication-title: Studies in Numerical Analysis – volume: 9 start-page: 243 year: 1966 end-page: 377 – volume: 23 start-page: 1873 year: 1986 end-page: 1883 article-title: The patch test for mixed formulations publication-title: International Journal for Numerical Methods in Engineering – year: 2000 – volume: 8‐R2 start-page: 129 year: 1974 end-page: 151 article-title: On the existence, uniqueness and approximations of saddle point problems arising from Lagrange multipliers publication-title: RAIRO – volume: 62 start-page: 13 issue: I year: 1997 end-page: 23 article-title: A mixed displacement‐pressure formulation for numerical analysis of plastic failure publication-title: Computers and Structures – volume: 20 start-page: 179 year: 1973 end-page: 192 article-title: The finite element method with Lagrange multipliers publication-title: Numerische Mathematik – volume: 429 start-page: 311 year: 1990 end-page: 321 article-title: Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. 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| SubjectTerms | Algorithms cam-clay Computational techniques Exact sciences and technology fractional step Fundamental areas of phenomenology (including applications) Geomaterials Inelasticity (thermoplasticity, viscoplasticity...) Localization Mathematical analysis Mathematical methods in physics Mathematical models Physics Position (location) Runge-Kutta Runge-Kutta method saturated Solid mechanics Structural and continuum mechanics Taylor-Galerkin viscoplastic Wave propagation |
| Title | Wave propagation and localization problems in saturated viscoplastic geomaterials |
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