1996
DOI: 10.1002/(sici)1097-0207(19961115)39:21<3641::aid-nme17>3.0.co;2-p
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THEs-VERSION OF FINITE ELEMENT METHOD FOR LAMINATED COMPOSITES

Abstract: The s-version of the finite element method is developed for laminated plates and shells. By this technique the global domain is idealized using 2-D Equivalent Single Layer model. The regions where ESL model errs badly in capturing localized phenomena are superimposed by a stack of 3-D elements. Assumed strain formulation and selective polynomial order escalation in the two models, as well as fast iterative procedures, are employed to maintain a high level of computational efficiency.

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Cited by 54 publications
(11 citation statements)
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“…The effectiveness of FE techniques relying on mesh superposition has been discussed in the literature for such problems. Examples can be found in [ 42 ], where the − d −FEM is employed to solve 3D linear elastodynamic problems, and in [ 32 , 35 ] where the s −FEM is employed in the context of multiple model methods.…”
Section: The −Version Of the Finite Element Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…The effectiveness of FE techniques relying on mesh superposition has been discussed in the literature for such problems. Examples can be found in [ 42 ], where the − d −FEM is employed to solve 3D linear elastodynamic problems, and in [ 32 , 35 ] where the s −FEM is employed in the context of multiple model methods.…”
Section: The −Version Of the Finite Element Methodsmentioning
confidence: 99%
“…In the FEM the solution accuracy is locally enhanced by superposing one or more high−order local meshes onto a global one. This extension of the FEM has been applied successfully for linear static, frequency, and buckling analysis of laminated composite plates and shells [ 31 , 32 , 33 , 34 ], stress analysis of laminated smart structures [ 35 ], microscopic stress analysis of heterogeneous materials [ 36 ], and dynamic crack analysis in steel structures [ 37 ].…”
Section: Introductionmentioning
confidence: 99%
“…To solve the stiffness equation ( 35) with numerical stability, special care must be taken to avoid the numerical error and singularity. The following triangular factorization scheme is adopted after Fish et al [14][15][16] as well as the conventional diagonal scaling technique. Defining the lower triangular matrix L by the LL T factorization of the stiffness matrix of equation (35) we have…”
Section: Finite-element Mesh Superpositionmentioning
confidence: 99%
“…The idea to overlay arbitrary local mesh on the global mesh was proposed by Belytschko et al [13] recently. Afterwards, Fish et al [14][15][16] accomplished this and proposed the s-version FEM. The s-version FEM is based on the adaptive FEM and error estimation.…”
Section: Introductionmentioning
confidence: 99%
“…Therefore, the finite element mesh superposition method [8] is used together with the homogenization theory to solve the multi-scale problem with both global and local heterogeneity. The mesh superposition method was firstly developed as one of the adaptive FEMs named s-version FEM [21][22][23][24]. In other words, the original mesh superposition method enables us to use a locally refined mesh very easily.…”
Section: Introductionmentioning
confidence: 99%