2014
DOI: 10.1016/j.compstruct.2014.05.003
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A mixed isostatic 24 dof element for static and buckling analysis of laminated folded plates

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Cited by 30 publications
(12 citation statements)
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“…where D e and H e are the compatibility and flexibility matrices, respectively [32]. When the assumed stress modes (shape functions) are chosen so that the stress resultants identically satisfy equilibrium equations with zero load (self-equilibrating stress field in the element), the compatibility matrix can be evaluated on the element contour Γ e , i.e., Eq.…”
Section: Mixed Finite Elementmentioning
confidence: 99%
“…where D e and H e are the compatibility and flexibility matrices, respectively [32]. When the assumed stress modes (shape functions) are chosen so that the stress resultants identically satisfy equilibrium equations with zero load (self-equilibrating stress field in the element), the compatibility matrix can be evaluated on the element contour Γ e , i.e., Eq.…”
Section: Mixed Finite Elementmentioning
confidence: 99%
“…The finite element analysis was carried out following [9,10] and using the finite element described in [18][19][20]. The boundary conditions for simulation of the rack were considered as pinned at one end and simply supported at the other one (see Fig.…”
Section: Test Descriptionmentioning
confidence: 99%
“…Some highlighted numerical methods that have been proposed to analyze folded plate structures are the finite strip element methods [13][14][15][16], the combined boundary elementtransfer matrix method [17], the finite element method (FEM) [3,12,[18][19][20][21][22][23][24][25][26][27][28], the mesh-free Galerkin method [2,29]. Among these methods, the FEM, which is highly appreciated by the effectiveness and the extensibility for various problems, has taken much attention from researchers.…”
Section: Introductionmentioning
confidence: 99%