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Finite element analysis of fluid influence on instabilities in two-phase Cam-clay plasticity model

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Konferencja
Polish Conference on Computer Methods in Mechanics (16 ; 21-24.06.2005 ; Częstochowa, Poland
Języki publikacji
EN
Abstrakty
EN
The influence of fluid phase on soil instabilities is investigated using the modified Cam-clay model within a two-phase description. Spurious mesh dependence of finite element results is prevented by a gradient enhancement of the model. The results of numerical tests for one-phase and two-phase model are compared. The influence of permeability on the stabilizing role of the fluid phase is assessed.
Rocznik
Strony
669--682
Opis fizyczny
Bibliogr. 22 poz., rys., wykr.
Twórcy
autor
  • Cracow University of Technology, Institute for Computational Civil Engineering ul. Warszawska 2A, 31-155 Cracow, Poland
Bibliografia
  • [1] J.P. Bardet, A. Shiv. Plane-strain instability of saturated porous media. ASCE J. Eng. Mech., 121(6): 717-724,1995.
  • [2] A. Benallal, C. Comi. On numerical analyses in the presence of unstable saturated porous materials. Int. J. Numer. Meth. Engrg., 56(6): 883-910, 2003.
  • [3] R. Borja. Cam-Clay plasticity. Part V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media. Comput. Methods Appl. Mech. Engrg., 193: 5301—5338, 2004.
  • [4] V.D. da Silva. Viscoplastic regularization of a Cam-clay FE-implementation. In W. Wunderlich, editor, Proc. European Conf. on Computational Mechanics ECCM'99, pp. 250-251, paper no. 422, Munich, 1999. Technical University of Munich.
  • [5] R. de Borst, M.-A. Abellan. Dispersion and internal length scales in strain-softening two-phase media. In G. Meschke et al., editors, Proc. EURO-C 2006 Int. Conf. Computational Modelling of Concrete Structures, pp. 549-556, London/Leiden, 2006. Taylor & Francis.
  • [6] R. de Borst, H.-B. Miihlhaus. Gradient-dependent plasticity: Formulation and algorithmic aspects. Int. J. Numer. Meth. Engrg., 35: 521-539, 1992.
  • [7] R. de Borst, J. Pamin. Some novel developments in finite element procedures for gradient-dependent plasticity. Int. J. Numer. Meth. Engrg., 39: 2477-2505, 1996.
  • [8] A. Gens, D.M. Potts. Critical state models in computational geomechanics. Eng. Comput., 5: 178-197, 1988.
  • [9] A. Groen. Three-dimensional elasto-plastic analysis of soils. Ph.D. dissertation, Delft University of Technology, Delft, 1997.
  • [10] J. Larsson. On the modeling of porous media with emphasis on localization. Ph.D. dissertation, Chalmers University of Technology, Gothenburg, 1999.
  • [11] X. Liu, A. Scarpas, J. Blaauwendraad. Numerical modelling of nonlinear response of soil. Part 2: Strain localization investigation on sand. Int. J. Solids Struct., 42: 1883-1907, 2005.
  • [12] H.-B. Miihlhaus, E.C. Aifantis. A variational principle for gradient plasticity. Int. J. Solids Struct., 28: 845-857, 1991.
  • [13] F. Oka, Y. Higo, S. Kimoto. Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil. Int. J. Solids Struct., 39: 3625-3647, 2002.
  • [14] M. Ortiz, A. Pandolfi. A variationaI Cam-clay theory of plasticity. Comput. Methods Appl. Mech. Engrg., 193: 2645-2666, 2004.
  • [15] P.M. Pinsky. A finite element formulation for elastoplasticity based on three-field variational equation. Comput. Methods Appl. Mech. Engrg., 61: 41-60, 1987.
  • [16] K.H. Roscoe, J.B. Burland. On the generalized behaviour of 'wet' clay. In Engineering Plasticity, volume 48, pages 535-609, Cambridge, 1968. Cambridge University Press.
  • [17] B.A. Schrefler, L. Sanavia, CE. Majorana. A multiphase medium model for localisation and postlocalisation simulation in geomechanics. Mech. Cohes.-frict. Mater., 1: 95-114, 1996.
  • [18] A. Stankiewicz, J. Pamin. Gradient-enhanced cam-clay model in simulation of strain localization in soil. Foundations of Civil and Environmental Engineering, 7: 293-318, 2006.
  • [19] A. Truty. On certain class of mixed and stabilized mixed finite element formulations for single and two-phase geomaterials. Monograph 48, Cracow University of Technology, Cracow, 2002.
  • [20] H.W. Zhang, B.A. Schrefler. Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: one dimensional model. Eur. J. Mech. A/Solids, 19(3): 503-524, 2000.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0025-0068
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