2009
DOI: 10.1007/s00419-009-0317-y
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Static analysis of two-dimensional elastic structures using global collocation

Abstract: Based on previous findings concerning the numerical solution of one-dimensional elastodynamical problems [Provatidis in Arch Appl Mech 78(4):241-250, 2008] this paper extends the methodology to the static analysis of two-dimensional problems in quadrilateral domains. This target is achieved by replacing the Galerkin/Ritz procedure involved in Lagrangian (or Gordon-Coons) type finite elements by a global collocation scheme. In brief, the boundary conditions are fulfilled at all boundary nodes, while the governi… Show more

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Cited by 8 publications
(2 citation statements)
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“…Concerning mechanical analysis in problems of solids and structures including acoustics, it is well known that there are three main methodologies: the popular finite element method (FEM), the boundary element method (BEM), and the promising global collocation method ( [Provatidis 2008b;2009b;Provatidis and Ioannou 2010] and about 300 references therein). For the sake of brevity, finite volume, finite difference, mesh-less and mesh-free methodologies are not commented on.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…Concerning mechanical analysis in problems of solids and structures including acoustics, it is well known that there are three main methodologies: the popular finite element method (FEM), the boundary element method (BEM), and the promising global collocation method ( [Provatidis 2008b;2009b;Provatidis and Ioannou 2010] and about 300 references therein). For the sake of brevity, finite volume, finite difference, mesh-less and mesh-free methodologies are not commented on.…”
Section: Introductionmentioning
confidence: 99%
“…For the first time, in 2005 the author expressed the above general idea of implementing a global collocation scheme in conjunction with CAD-based approximation [Provatidis 2006, p. 6704], while he continued with numerical applications in potential problems under Dirichlet [Provatidis 2008b] and Neumann [Provatidis 2009b] boundary conditions, as well as in plane stress elastostatics [Provatidis and Ioannou 2010]. Concerning eigenvalue and time response structural analysis, in 2008 he published a couple of papers [Provatidis 2008a;2008c] (1D problems), and also he supervised a thesis concerning 2D acoustics and 2D elastodynamics in conjunction with Lagrange polynomials [Filippatos 2010].…”
Section: Introductionmentioning
confidence: 99%