A numerical technique is described for the analysis of multiple interacting deformable bodies undergoing large displacements and rotations. Each body is considered an individual discrete unit, which is idealized by a finite element model. Discrete finite element models interact with their surroundings through contact stresses, which are continually updated as the elements move and deform. The method of analysis consists of a finite element formulation based on a generalized explicit updated Lagrangian method. This formulation is a general finite element formulation, that permits the large deformation analysis of both continuum and discontinuum systems. Different validations of the proposed method of analysis, including cases that involve very large rotations, as well as some examples that demonstrate the application of the discrete finite element method to problems in rock mechanics are presented and discussed in the paper.
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1 February 1992
Review Article|
February 01 1992
DISCRETE FINITE ELEMENT METHOD Available to Purchase
R. BARBOSA;
R. BARBOSA
Department of Civil Engineering, University of Illinois at Urbana‐Champaign, Urbana, IL 61801, USA
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J. GHABOUSSI
J. GHABOUSSI
Department of Civil Engineering, University of Illinois at Urbana‐Champaign, Urbana, IL 61801, USA
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Publisher: Emerald Publishing
Online ISSN: 1758-7077
Print ISSN: 0264-4401
© MCB UP Limited
1992
Engineering Computations (1992) 9 (2): 253–266.
Citation
BARBOSA R, GHABOUSSI J (1992), "DISCRETE FINITE ELEMENT METHOD". Engineering Computations, Vol. 9 No. 2 pp. 253–266, doi: https://doi.org/10.1108/eb023864
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