An Adaptive Generalized/eXtended FEM For Linear Elastic Fracture Me- chanics

Autores

  • Murilo H. C. Bento Department of Structural Engineering, Sao Carlos School of Engineering, University of Sao Paulo Av. Trabalhador Sao-Carlense 400, 13566-590, Sao Carlos SP, Brazil
  • Sergio P. B. Proença Department of Structural Engineering, Sao Carlos School of Engineering, University of Sao Paulo Av. Trabalhador Sao-Carlense 400, 13566-590, Sao Carlos SP, Brazil
  • C. Armando Duarte Department of Civil and Environmental Engineering, University of Illinois Urbana-Champaign 205 North Mathews Avenue, 61801, Urbana IL, USA

Palavras-chave:

G/XFEM, A posteriori error estimation, h-Adaptivity, 3-D LEFM

Resumo

The Generalized/eXtended Finite Element Method (G/XFEM) has been recognized as a method able to accurately and efficiently solve problems that face difficulties when treated by standard methodologies, such as those from three-dimensional (3-D) Linear Elastic Fracture Mechanics (LEFM). The main advantages of G/XFEM for this class of problems are the fact that the finite element mesh does not need to fit the crack surface andthat optimal convergence rates in the energy norm are attained. This last advantage has been demonstrated for two dimensional (2-D) problems even when uniform meshes are adopted. For 3-D, however, in addition to using
enrichment functions, it has been shown that mesh refinement must be performed to obtain optimal convergence rates. In this case, since the level of refinement to be adopted is problem-dependent and difficult to be defined a priori, this work proposes an h-adaptive strategy, based on a posteriori error estimation, able to find optimal non uniform meshes that recover optimal convergence rates for 3-D LEFM problems. This is shown herein for a LEFM problem that exhibits 3-D effects.

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Publicado

2024-04-29

Edição

Seção

M14 Developments and Applications of Special Enrichment Methods and Innovative Discretization Techniques - Meshfree, Pou Methods and GFEM/XFEM, Isogeometric Analysis