The improvement of crack propagation modelling in triangular 2D structures using the extended finite element method
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Filippo Berto | Xiaoping Zhou | F. Berto | Junwei Chen | Jun‐Wei Chen | Xiao‐Ping Zhou | Jun-Wei Chen
[1] A. Huespe,et al. A comparative study on finite elements for capturing strong discontinuities: E-FEM vs X-FEM , 2006 .
[2] Per-Olof Persson,et al. A Simple Mesh Generator in MATLAB , 2004, SIAM Rev..
[3] Jonas Koko,et al. A Matlab mesh generator for the two-dimensional finite element method , 2015, Appl. Math. Comput..
[4] Glaucio H. Paulino,et al. Some basic formulations of the virtual element method (VEM) for finite deformations , 2017 .
[5] G. Meschke,et al. Energy-based modeling of cohesive and cohesionless cracks via X-FEM , 2007 .
[6] Mo Li,et al. An improved texture-related vertex clustering algorithm for model simplification , 2015, Computational Geosciences.
[7] Jacob Fish,et al. Adaptive and hierarchical modelling of fatigue crack propagation , 1993 .
[8] He Liu,et al. An XFEM-based method with reduction technique for modeling hydraulic fracture propagation in formations containing frictional natural fractures , 2017 .
[9] Ted Belytschko,et al. Modelling crack growth by level sets in the extended finite element method , 2001 .
[10] B. K. Mishra,et al. A new multiscale XFEM for the elastic properties evaluation of heterogeneous materials , 2017 .
[11] E. Camponogara,et al. Models and Algorithms for Optimal Piecewise-Linear Function Approximation , 2015 .
[12] Pierre-Olivier Bouchard,et al. Crack propagation modelling using an advanced remeshing technique , 2000 .
[13] Xiaoping Zhou,et al. A multi-dimensional space method for dynamic cracks problems using implicit time scheme in the framework of the extended finite element method , 2015 .
[14] Erik Schlangen,et al. Experimental and numerical analysis of micromechanisms of fracture of cement-based composites , 1992 .
[15] A. Caggiano,et al. Mesoscale fracture of a bearing steel: A discrete crack approach on static and quenching problems , 2017 .
[16] Stéphane Bordas,et al. An extended finite element library , 2007 .
[17] T. Belytschko,et al. A method for multiple crack growth in brittle materials without remeshing , 2004 .
[18] Herbert Edelsbrunner,et al. Geometry and Topology for Mesh Generation , 2001, Cambridge monographs on applied and computational mathematics.
[19] Rouzegar Jafar. Extended Finite Element Method , 2015 .
[20] Ted Belytschko,et al. A finite element method for crack growth without remeshing , 1999 .
[21] T. Belytschko,et al. A review of extended/generalized finite element methods for material modeling , 2009 .
[22] Bhushan Lal Karihaloo,et al. Improving the accuracy of XFEM crack tip fields using higher order quadrature and statically admissible stress recovery , 2006 .
[23] Patrick Laborde,et al. Crack tip enrichment in the XFEM using a cutoff function , 2008 .
[24] A. Caggiano,et al. Virtual elements and zero thickness interface-based approach for fracture analysis of heterogeneous materials , 2018, Computer Methods in Applied Mechanics and Engineering.
[25] Timon Rabczuk,et al. Modeling and simulation of kinked cracks by virtual node XFEM , 2015 .
[26] Bijay K. Mishra,et al. New enrichments in XFEM to model dynamic crack response of 2-D elastic solids , 2016 .
[27] Stefano Mariani,et al. Extended finite element method for quasi‐brittle fracture , 2003 .
[28] Peter Wriggers,et al. An XFEM approach for modelling delamination in composite laminates , 2016 .
[29] R. de Borst,et al. A partition‐of‐unity‐based finite element method for level sets , 2008 .
[30] Susumu Kono,et al. Mixed mode fracture of concrete , 1995 .
[31] Bhushan Lal Karihaloo,et al. XFEM for direct evaluation of mixed mode SIFs in homogeneous and bi‐materials , 2004 .
[32] Amjad Rehman,et al. An Intelligent Fused Approach for Face Recognition , 2013, J. Intell. Syst..
[33] Xiaoping Zhou,et al. Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses , 2012 .
[34] Surendra P. Shah,et al. Fracture of Concrete Subjected to Impact Loading , 1986 .
[35] David L. Chopp,et al. Modeling thermal fatigue cracking in integrated circuits by level sets and the extended finite element method , 2003 .
[36] D. A. Field. Qualitative measures for initial meshes , 2000 .
[37] Michel Salaün,et al. High‐order extended finite element method for cracked domains , 2005 .
[38] Rong Tian,et al. Improved XFEM: Accurate and robust dynamic crack growth simulation , 2016 .
[39] T. Belytschko,et al. Vector level sets for description of propagating cracks in finite elements , 2003 .
[40] P. Bouchard,et al. Numerical modelling of crack propagation: automatic remeshing and comparison of different criteria , 2003 .
[41] M. Ripani,et al. Meso-scale response of concrete under high temperature based on coupled thermo-mechanical and pore-pressure interface modeling , 2018 .