Abstract: As shown in an earlier work, the FEM-BEM alternating method is an efficient and accurate method for fracture analysis. In the present paper, a further im-provement is formulated and implemented for the analy-ses of three-dimensional arbitrary surface cracks bymod-eling the cracks in a local finite-sized subdomain us-ing the symmetric Galerkin boundary element method (SGBEM). The finite element method is used to model the uncracked global (built-up) structure for obtaining the stresses in an otherwise uncracked body. The solu-tion for the cracked structural component is obtained in an iteration procedure, which alternates between FEM solution for the uncracked body, and the SGBEM so-lution for the crack in the local finite-sized su...
The modeling of cracks and its influence on the understanding of the behaviors of the civil engineer...
Three-dimensional (3-D) crack growth analysis is crucial for the assessment of structures such as ai...
Preface: In general, all solid materials can be considered as non-homogeneous because their properti...
The aim of this thesis is to numerically evaluate the mixed-mode Stress Intensity Factors (SIFs) of ...
Abstract: The SGBEM-FEM alternating method is compared with the recently popularized XFEM, for analy...
The practical applications of a Symmetric Galerkin Boundary Element Method (SGBEM) for multiple trac...
International audienceAnalyzing crack stability in an industrial context is challenging due to the g...
AbstractNew crack elements are proposed for fracture mechanics analysis of two- and three-dimensiona...
Abstract. The numerical simulation of fatigue crack propagation in 3D linear elastic bodies is addre...
textA symmetric Galerkin boundary element method (SGBEM) is developed for analysis of fractures in t...
Abstract: The solution of three-dimensional cracks (arbitrary surfaces of discontinuity) in solids a...
International audienceThe solution of three-dimensional elastostatic problems using the Symmetric Ga...
This paper presents a Generalized Finite Element Method (GFEM) based on the solution of interdepende...
A finite element methodology for analysing propagating cracks of arbitrary three-dimensional geometr...
This report shows that the so-called generalized finite element method with global-local enrichment ...
The modeling of cracks and its influence on the understanding of the behaviors of the civil engineer...
Three-dimensional (3-D) crack growth analysis is crucial for the assessment of structures such as ai...
Preface: In general, all solid materials can be considered as non-homogeneous because their properti...
The aim of this thesis is to numerically evaluate the mixed-mode Stress Intensity Factors (SIFs) of ...
Abstract: The SGBEM-FEM alternating method is compared with the recently popularized XFEM, for analy...
The practical applications of a Symmetric Galerkin Boundary Element Method (SGBEM) for multiple trac...
International audienceAnalyzing crack stability in an industrial context is challenging due to the g...
AbstractNew crack elements are proposed for fracture mechanics analysis of two- and three-dimensiona...
Abstract. The numerical simulation of fatigue crack propagation in 3D linear elastic bodies is addre...
textA symmetric Galerkin boundary element method (SGBEM) is developed for analysis of fractures in t...
Abstract: The solution of three-dimensional cracks (arbitrary surfaces of discontinuity) in solids a...
International audienceThe solution of three-dimensional elastostatic problems using the Symmetric Ga...
This paper presents a Generalized Finite Element Method (GFEM) based on the solution of interdepende...
A finite element methodology for analysing propagating cracks of arbitrary three-dimensional geometr...
This report shows that the so-called generalized finite element method with global-local enrichment ...
The modeling of cracks and its influence on the understanding of the behaviors of the civil engineer...
Three-dimensional (3-D) crack growth analysis is crucial for the assessment of structures such as ai...
Preface: In general, all solid materials can be considered as non-homogeneous because their properti...