p-Version Finite Element Analysis of Anisotropic Laminated Plates considering Material-Geometric Nonlinearities

재료-기하비선형을 고려한 이방성 적층평판의 p-Version 유한요소해석

  • 홍종현 (탐라대학교 건설도시공학부) ;
  • 박진환 (영남대학교 토목공학과) ;
  • 우광성 (영남대학교 토목공학과)
  • Published : 2002.04.01

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 large deflection and moderate rotation 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 extension of equivalent-single layer laminate theory(ESL theory) with shear deformation, leading to continuous shear strain at the interface of two layers. The Integrals of Legendre Polynomials we 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

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