1996
DOI: 10.1002/(sici)1097-0207(19960715)39:13<2283::aid-nme956>3.0.co;2-m
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Variable Kinematic Modelling of Laminated Composite Plates

Abstract: SUMMARYA displacement-based variable kinematic global-local finite element model is developed using hierarchical, multiple assumed displacement fields at two different levels: (1) at the element level, and (2) at the mesh level. The displacement field hierarchy contains both a conventional plate expansion (2-D) and a full layerwise (3-D) expansion. Depending on the accuracy desired, the variable kinematic element can use various terms from the composite displacement field, thus creating a hierarchy of differen… Show more

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Cited by 81 publications
(41 citation statements)
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“…Among the noteworthy SGEMs are the s-version of the finite element method [19,20,21,22] with application to strong [23,24] and weak [25,26,27,28] discontinuities, various multigrid-like scale bridging methods [29,30,31,32], the Extended Finite Element Method (XFEM) [33,34,35] and the Generalized Finite Element Method (GFEM) [36,37] both based on the Partition of Unity (PU) framework [38,39] and the Discontinuous Galerkin (DG) [40,41] method. Multiscale methods based on the concurrent resolution of multiple scales are often called as embedded, concurrent, integrated or hand-shaking multiscale methods.…”
Section: Introductionmentioning
confidence: 99%
“…Among the noteworthy SGEMs are the s-version of the finite element method [19,20,21,22] with application to strong [23,24] and weak [25,26,27,28] discontinuities, various multigrid-like scale bridging methods [29,30,31,32], the Extended Finite Element Method (XFEM) [33,34,35] and the Generalized Finite Element Method (GFEM) [36,37] both based on the Partition of Unity (PU) framework [38,39] and the Discontinuous Galerkin (DG) [40,41] method. Multiscale methods based on the concurrent resolution of multiple scales are often called as embedded, concurrent, integrated or hand-shaking multiscale methods.…”
Section: Introductionmentioning
confidence: 99%
“…In the analysis of composite materials, their particular anisotropic behavior must be taken into account to predict the directional properties. The CLT requires C 1 -continuity (Hermite interpolation) of the transverse deection and C 0 -continuity (Lagrange interpolation) of the in-plane displacements [28]. In CLT, good predictions can be made for in-plane stresses σ x , σ y , and τ xy and strains, however, interlaminar stresses σ z , τ xz , and τ yz are not obtainable because of the Kirchho assumption.…”
Section: 3 Classical Lamination Theory the Classical Lamination Theomentioning
confidence: 99%
“…Through the homogenization procedure in the CLT, the stress resultants can be related to strains at the structural level in terms of the material elastic properties and the geometry of a plate. This means that the heterogeneous composite laminated plate is replaced implicitly by a single homogeneous plate, with the stiness and inertia properties of the new single homogeneous plate becoming equivalent to those of a heterogeneous laminated plate in the integral sense [28]. Also in the CLT, linear displacement eld (kinematic continuity between layers) and plane stress state are assumed owing to the small thickness compared to other dimensions.…”
Section: 3 Classical Lamination Theory the Classical Lamination Theomentioning
confidence: 99%
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“…In closing this introductory overview of the zigzag approaches for the analysis of laminated composite laminates and sandwich structures, it should be noted that they belong to the more general modern approaches, known either as Multi-scale or Global-local approaches [86,87,88,89,90,91,92], where the displacement field within each layeris represented as a superposition of a layer-wise field, defined over each layer, and a global field spanning the entire laminate. Thus, the governing equations exhibit explicit coupling between effects associated with different (global and local) length scales.…”
Section: Introductionmentioning
confidence: 99%