2004
DOI: 10.1142/s1465876304002587
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An Unsymmetric Stress Formulation for Reissner-Mindlin Plates: A Simple and Locking-Free Rectangular Element

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Cited by 34 publications
(22 citation statements)
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“…Very difficult numerical problems can arise when considering structures with this kind of peculiar geometry. A set of numerical tools has been elaborated to take care of this kind of problems, among which an important role is played by suitably employed isogeometric FEM (the reader is referred, e.g., to [61][62][63][64][65]). Particularly delicate is the case in which one has unilateral constraints connected to the inextensibility of the beams; this can be numerically addressed using Lagrangian Multipliers Methods, as performed in ( [66,67]).…”
Section: Discussionmentioning
confidence: 99%
“…Very difficult numerical problems can arise when considering structures with this kind of peculiar geometry. A set of numerical tools has been elaborated to take care of this kind of problems, among which an important role is played by suitably employed isogeometric FEM (the reader is referred, e.g., to [61][62][63][64][65]). Particularly delicate is the case in which one has unilateral constraints connected to the inextensibility of the beams; this can be numerically addressed using Lagrangian Multipliers Methods, as performed in ( [66,67]).…”
Section: Discussionmentioning
confidence: 99%
“…From this point of view, an investigation on proper finite element (FE) simulation [21][22][23][24][25][26][27][28][29] or regularized FE [30][31][32][33][34][35][36][37] will be welcome in order to avoid, e.g., the unpleasant occurrence of instability [38][39][40][41][42][43][44][45][46][47][48][49]. Due to the high porosity, the Biot model should probably be modified, see e.g.…”
Section: Numerical Simulationsmentioning
confidence: 99%
“…Some existing results in the literature are considered as the special case of this study, for example [8][9][10][11]17,18]. Finally, in order to investigate more complex shapes, numerical formulation based on finite element method (FEM) analysis is required and, in view of avoiding numerical instabilities and locking, it is possible to refer, for example, to [79][80][81][82][83]. In this context, if the cylindrical symmetry is lost, instability problems can arise due to the lightness of the system considered, as studied, for example, in [84,85,86].…”
Section: Discussionmentioning
confidence: 99%