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Embedded discontinuities for 3D mode-I and mode-II failure modelling

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Konferencja
Polish Conference on Computer methods in mechanics ; (14 ; 26-28.05.1999 ; Rzeszów, Poland
Języki publikacji
EN
Abstrakty
EN
The incorporation of displacement discontinuities in finite elements is examined. The incorporation of displacement discontinuities allows the use of discrete constitutive models in a continuum framework in order to avoid the mesh sensitivity of classical continuum models when strain softening is introduced. The procedure for building discontinuities into finite elements is examined, as well as two classes of constitutive models for mode-I and mode-II failure analysis. The performance of the model is illustrated with three-dimensional examples.
Rocznik
Strony
767--780
Opis fizyczny
Bibliogr. 18 poz., rys., wykr.
Twórcy
autor
  • Koiter Institute Delf, Delf University of Technology, P. O. Box 5048, 2600 GA Delf, The Netherlands
autor
  • Koiter Institute Delf, Delf University of Technology, P. O. Box 5048, 2600 GA Delf, The Netherlands
Bibliografia
  • [1] F. Armero, K. Garikipati. An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization. International Journal of Solids and Structures, 33(20-22): 2863-2885, 1996.
  • [2] R. de Borst, H.B. Miihlhaus. Gradient-dependent plasticity — formulation and algorithmic aspects. International Journal for Numerical Methods in Engineering, 35(3): 521-539, 1992.
  • [3] M. Fleming, Y. A. Chu, B. Moran, T. Belytschko. Enriched element-free Galerkin methods for crack tip fields. International Journal for Numerical Methods in Engineering, 40: 1483-1504, 1997.
  • [4] M. Klisinski, K. Runesson, S. Sture. Finite element with inner softening band. ASCE Journal of Engineering Mechanics, 117(3): 575-587, 1991.
  • [5] R. Larsson, K. Runesson. Element-embedded localization band based on regularized displacement discontinuity. ASCE Journal of Engineering Mechanics, 122(5): 402-411, 1996.
  • [6] J. Oliver, J. C. Simo. Modelling strong discontinuities by means of strain softening constitutive equations. In H. Mang, N. Bitanić, R. de Borst, eds., EURO-C 1994 Computer Modelling of Concrete Structures, 363-372. Pineridge Press, Innsbruck, Austria, 1994.
  • [7] J. Oliver. Modelling strong discontinuities in solid mechanics via strain softening constitutive equations. Part 1: Fundamentals. International Journal for Numerical Methods in Engineering, 39: 3575-3600, 1996.
  • [8] J. Oliver. Modelling strong discontinuities in solid mechanics via strain softening constitutive equations. Part 2: Numerical simulation. International Journal for Numerical Methods in Engineering, 39: 3601-3623, 1996.
  • [9] G. Pijaudier-Cabot, Z. BaIant. Nonlocal damage theory. ASCE Journal of Engineering Mechanics, 113(10): 1512-1533, 1987.
  • [10] J. G. Rots. Computational Modeling of Concrete Fracture, Ph.D. thesis, Delft University of Technology, 1988.
  • [11] J. C. Simo, M. S. Rifai. A class of mixed assumed strain methods and the method of incompatible modes. International Journal for Numerical Methods in Engineering, 29: 1595-1638, 1990.
  • [12] J. C. Simo, J. Oliver, F. Armero. An analysis of strong discontinuities induced by strain-softening in rateindependent inelastic solids. Computational Mechanics, 12: 277-296, 1993.
  • [13] L. J. Sluys, Wave Propagation, Localisation and Dispersion in Softening Solids, Ph.D. thesis, Delft University of Technology, 1992.
  • [14] D. V. Swenson, A. R. Ingraffea. Modeling mixed-mode dynamic crack propagation using finite elements: Theory and applications. Computational Mechanics, 3: 381-397, 1988.
  • [15] R. L. Taylor, J. C. Simo, O. C. Zienkiewicz, C. H. Chan. The patch test — a condition for assessing FEM convergence. International Journal for Numerical Methods in Engineering, 22: 39-62, 1986.
  • [16] G. N. Wells, L. J. Sluys. Application of embedded discontinuities for softening solids. Engineering Fracture Mechanics, 65(2-3): 263-281, 2000.
  • [17] G. N. Wells, L. J. Sluys. Three-dimensional embedded discontinuity model for brittle fracture. International Journal of Solids and Structures (in print).
  • [18] G. N. Wells, L. J. Sluys. Analysis of slip planes in three-dimensional solids. Computer Methods in Applied Mechanics and Engineering (in print).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB1-0005-0050
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