2003
DOI: 10.1016/s0045-7825(03)00252-4
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Algorithmic stabilization of FE analyses of 2D frictional contact problems with large slip

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Cited by 6 publications
(2 citation statements)
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“…Unfortunately, these elements are known to feature numerical difficulties [15] that may be overcome in an original fashion. Among possible strategies that have revealed themselves useful over the past few years [29], Bézier curves, Hermite and Bernstein patches [45], Overhauser segments [1], the diffuse approximation approach [13], the B-splines [10,4,35,32] and the non-uniform rational B-splines (NURBS) [42,20] stimulated a number of interesting investigations. While preserving the original meshes, they remove the facetization issues, ease the contact transition and then increase the convergence rates of the dedicated contact algorithms.…”
Section: Introductionmentioning
confidence: 99%
“…Unfortunately, these elements are known to feature numerical difficulties [15] that may be overcome in an original fashion. Among possible strategies that have revealed themselves useful over the past few years [29], Bézier curves, Hermite and Bernstein patches [45], Overhauser segments [1], the diffuse approximation approach [13], the B-splines [10,4,35,32] and the non-uniform rational B-splines (NURBS) [42,20] stimulated a number of interesting investigations. While preserving the original meshes, they remove the facetization issues, ease the contact transition and then increase the convergence rates of the dedicated contact algorithms.…”
Section: Introductionmentioning
confidence: 99%
“…In particular, contact problems involving rigid, elastic and simple elastoplastic solid bodies have attracted considerable attention over the last two decades. Even though significant advances have been made in designing algorithms for solving contact problems, merely achieving convergence can be very difficult under many circumstances ͑Christensen et al 1998; Pietrzak and Curnier 1999;Barber and Ciavarella 2000;Wriggers 2002;Liu et al 2003͒. This is especially true for contact problems in soils, where the constitutive models are usually complex.…”
Section: Introductionmentioning
confidence: 99%