Title of article :
Robust image generalized FEM approximations for higher-order conformity requirements: Application to Reddy’s HSDT model for anisotropic laminated plates
Author/Authors :
Paulo de Tarso R. Mendonça، نويسنده , , Clovis S. de Barcellos، نويسنده , , Diego Amadeu F. Torres، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2013
Pages :
14
From page :
332
To page :
345
Abstract :
The Third-order Plate Theory proposed by Reddy for modeling laminated composite plates has earned wide acceptance in the engineering community. It involves the same five generalized displacement components (uo,vo,wo,ψx,ψy)(uo,vo,wo,ψx,ψy) as the first-order models (e.g. Mindlin’s) and, at the same time, its higher-order expansion across the thickness enables it to provide more accurate displacements and layer-wise stress estimates. However, its FEM implementation is somewhat hindered by the need to employ a C1(Ω)C1(Ω) continuous basis for the transverse displacement wowo. In this paper, an instance of the Generalized Finite Element Method, GFEM, which allows an arbitrary CkCk continuity, is used to solve arbitrary anisotropic laminated composite plate bending problems. The resultant basis functions naturally exhibit inter-element continuity and can be easily enriched to generate arbitrary p -enriched basis functions. These characteristics result in excellent abilities in terms of approximating the layer stresses. In particular, the high degree of the basis, combined with its continuity, enables the transverse shear stresses to be integrated from the local equilibrium equations, and also post-processed in a scaling operation explored by the authors to provide additional accuracy of the estimates across the thickness. Additionally, all of the estimated strain and stress fields are naturally continuous, without the need for any heuristic averaging or smoothing operation. The procedure is robust enough to allow for Partition of Unity (PoU) construction free of geometrical restrictions on the elements and it is suitable for mixed Ck/C0Ck/C0 formulations, using continuous functions only for those variables which require such continuity, in order to reduce the computational cost. The method is implemented with three-node triangular elements, and its performance is illustrated through comparisons with analytic solutions, with special emphasis on the computation of the transverse stress field for thick laminates.
Keywords :
GFEM , HSDT plate bending model , Enhanced transverse shear stresses , Combined Ck/C0Ck/C0 continuous approximations
Journal title :
COMPOSITE STRUCTURES
Serial Year :
2013
Journal title :
COMPOSITE STRUCTURES
Record number :
1345247
Link To Document :
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