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Materially and geometrically nonlinear analysis of laminated anisotropic plates by p-version of FEM
Authors:KS Woo  CH HongPK Basu
Affiliation:a Department of Civil Engineering, Yeungnam University, Gyeongsan 712-749, South Korea
b Department of Civil Engineering, Tamna University, Seoguipo 697-340, South Korea
c Department of Civil and Environmental Engineering, Vanderbilt University, Nashville, TN 37235, USA
Abstract:A p-version finite element model based on degenerate shell element is proposed for the analysis of orthotropic laminated plates. In the nonlinear formulation of the model, the total Lagrangian formulation is adopted with moderately large deflections and small rotations being accounted for in the sense of von Karman hypothesis. The material model is based on the Huber-Mises yield criterion and Prandtl-Reuss flow rule in accordance with the theory of strain hardening yield function, which is generalized for anisotropic materials by introducing the parameters of anisotropy. The model is also based on the equivalent-single layer laminate theory. The integrals of Legendre polynomials are used for shape functions with p-level varying from 1 to 10. Gauss-Lobatto numerical quadrature is used to calculate the stresses at the nodal points instead of Gauss points. The validity of the proposed p-version finite element model is demonstrated through several comparative points of view in terms of ultimate load, convergence characteristics, nonlinear effect, and shape of plastic zone.
Keywords:Laminated anisotropic plates  Degenerate shell element  Equivalent-single layer laminate theory  p-version finite element model
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