Ρ-Version Finite Element Analysis for Material Nonlinearity

재료적 비선형을 고려한 Ρ-Version 유한요소해석

  • 정우성 (한국수자원공사 수자원 연구소 구조재료팀) ;
  • 홍종현 (영남대학교 토목공학과) ;
  • 우광성 (영남대학교 토목공학과) ;
  • 신영식 (영남대학교 토목공학과)
  • Published : 1997.04.01

Abstract

The high precision analysis by the p-version of the finite element method are fairly well established as highly efficient method for linear elastic problems, especially in the presence of stress singularity. It has been noted that the merits of p-version are accuracy, modeling simplicity, robustness, and savings in user's and CPU time. However, little has been done to exploit their benefits in elasto-plastic analysis. In this paper, the p-version finite element model is proposed for the materially nonlinear analysis that is based on the incremental theory of plasticity, the associated flow rule, and von-Mises yield criteria. To obtain the solution of nonlinear equation, the Newton-Raphson method and initial stiffness method, etc are used. Several numerical examples are tested with the help of the square plates with cutout, the thick-walled cylinder under internal pressure, and the center cracked plate under tensile loading. Those results are compared with the there cal solutions and the numerical solutions of ADINA software.

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