A Meshless Method and its Adaptivity for Stress Concentration Problems

응력집중문제의 해석을 위한 적응적 무요소절점법에 관한 연구

  • 이상호 (연세대학교 토목공학과) ;
  • 전석기 (연세대학교 토목공학과 부설 자동차기술연구소) ;
  • 김효진 (연세대학교 토목공학과)
  • Published : 1997.10.01

Abstract

The Reproducing Kernel Particle Method (RKPM), one of the popular meshless methods, is developed and applied to stress concentration problems. Since the meshless methods require only a set of particles (or nodes) and the description of boundaries in their formulation, the adaptivity can be implemented with much more ease than finite element method. In addition, due to its intrinsic property of multiresolution, the shape function of RKPM provides us a new criterion for adaptivity. Recently, this multiple scale Reproducing Kernel Particle Method and its adaptive procedure have been formulated for large deformation problems by the authors. They are also under development for damage materials and localization problems. In this paper the multiple scale RKPM for linear elasticity is presented and the adaptive procedure is applied to stress concentration problems. Therefore, this work may be regarded as the edition of linear elasticity in the complete framework of multiple scale RKPM and the associated adaptivity.

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