Reference : The smoothed extended finite element method |
Scientific congresses, symposiums and conference proceedings : Paper published in a journal | |||
Engineering, computing & technology : Multidisciplinary, general & others | |||
Computational Sciences | |||
http://hdl.handle.net/10993/15333 | |||
The smoothed extended finite element method | |
English | |
Natarajan, S. [GE-Aviation, India Technology Center, Bangalore, India] | |
Bordas, Stéphane ![]() | |
Minh, Q. D. [Division of Computational Mechanics, Department of Mathematics and Informatics, University of Natural Sciences - VNU-HCM, Viet Nam] | |
Nguyen, H. X. [Division of Computational Mechanics, Department of Mathematics and Informatics, University of Natural Sciences - VNU-HCM, Viet Nam] | |
Rabczuk, T. [Department of Mechanical Engineering, University of Canterbury, Christchurch, New Zealand] | |
Cahill, L. [Department of Mechanical Engineering, University of Limerick, Ireland] | |
McCarthy, C. [Department of Mechanical Engineering, Materials and Surface Science Institute, University of Limerick, Ireland] | |
2008 | |
Proceedings of the 6th International Conference on Engineering Computational Technology | |
Yes | |
International | |
6th International Conference on Engineering Computational Technology, ECT 2008 | |
2 September 2008 through 5 September 2008 | |
Athens | |
[en] Cracks without remeshing ; Extended finite element method ; Fracture mechanics ; Partition of unity methods ; Smoothed finite element method ; Strain smoothing ; Arbitrary shape ; Finite Element ; Linear elastic fracture mechanics ; Numerical results ; Remeshing ; Shape functions ; Smoothing techniques ; Brittle fracture ; Cracks ; Finite element method ; Crack propagation | |
[en] This paper shows how the strain smoothing technique recently proposed by G.R.Liu [1] coined as smoothed finite element method (SFEM) can be coupled to partition of unity methods, namely extended finite element method (XFEM) [2] to give birth to the smoothed extended finite element method (SmXFEM), which shares properties both with the SFEM and the XFEM. The proposed method suppresses the need to compute and integrate the derivatives of shape functions (which are singular at the tip in linear elastic fracture mechanics). Additionally, integration is performed along the boundary of the finite elements or smoothing cells and no isoparametric mapping is required, which allows elements of arbitrary shape. We present numerical results for cracks in linear elastic fracture mechanics problems. The method is verified on several examples and comparisons are made to the conventional XFEM. © 2008 Civil-Comp Press. | |
http://hdl.handle.net/10993/15333 | |
89032
9781905088249 |
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