Extended meshfree methods without branch enrichment for cohesive cracks
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[1] T. Rabczuk,et al. A Meshfree Method based on the Local Partition of Unity for Cohesive Cracks , 2007 .
[2] Ted Belytschko,et al. An extended finite element method with higher-order elements for curved cracks , 2003 .
[3] Milan Jirásek,et al. ADAPTIVE RESOLUTION OF LOCALIZED DAMAGE IN QUASI-BRITTLE MATERIALS , 2004 .
[4] T. Belytschko,et al. Element‐free Galerkin methods , 1994 .
[5] T. Belytschko,et al. A three dimensional large deformation meshfree method for arbitrary evolving cracks , 2007 .
[6] T. Belytschko,et al. Extended finite element method for cohesive crack growth , 2002 .
[7] A. Huespe,et al. Continuum approach to the numerical simulation of material failure in concrete , 2004 .
[8] Zihai Shi. NUMERICAL ANALYSIS OF MIXED-MODE FRACTURE IN CONCRETE USING EXTENDED FICTITIOUS CRACK MODEL , 2004 .
[9] T. Belytschko,et al. On the construction of blending elements for local partition of unity enriched finite elements , 2003 .
[10] Surendra P. Shah,et al. Mixed‐Mode Fracture of Concrete Subjected to Impact Loading , 1990 .
[11] Ted Belytschko,et al. Cracking particles: a simplified meshfree method for arbitrary evolving cracks , 2004 .
[12] T. Belytschko,et al. A method for growing multiple cracks without remeshing and its application to fatigue crack growth , 2004 .
[13] Mark A Fleming,et al. ENRICHED ELEMENT-FREE GALERKIN METHODS FOR CRACK TIP FIELDS , 1997 .
[14] T. Belytschko,et al. New crack‐tip elements for XFEM and applications to cohesive cracks , 2003 .
[15] T. Belytschko,et al. Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment , 2003 .
[16] R. de Borst,et al. Fracture Mechanics of Concrete Structures, Proc. of FraMCoS-IV , 2004 .
[17] Wing Kam Liu,et al. Reproducing kernel particle methods , 1995 .
[18] M. Ortiz,et al. Computational modelling of impact damage in brittle materials , 1996 .
[19] T. Belytschko,et al. Arbitrary branched and intersecting cracks with the eXtended Finite Element Method , 2000 .
[20] J. Fineberg,et al. Microbranching instability and the dynamic fracture of brittle materials. , 1996, Physical review. B, Condensed matter.
[21] Ted Belytschko,et al. Element-free Galerkin methods for dynamic fracture in concrete , 2000 .
[22] Ares J. Rosakis,et al. Three Dimensional Cohesive-Element Analysis and Experiments of Dynamic Fracture in C300 Steel , 2000 .
[23] Ted Belytschko,et al. Multi-scale methods , 2000 .
[24] Ted Belytschko,et al. Smoothing, enrichment and contact in the element-free Galerkin method , 1999 .
[25] Mark A Fleming,et al. Meshless methods: An overview and recent developments , 1996 .
[26] M. Ortiz,et al. FINITE-DEFORMATION IRREVERSIBLE COHESIVE ELEMENTS FOR THREE-DIMENSIONAL CRACK-PROPAGATION ANALYSIS , 1999 .
[27] Ted Belytschko,et al. Elastic crack growth in finite elements with minimal remeshing , 1999 .
[28] Ted Belytschko,et al. A finite element method for crack growth without remeshing , 1999 .
[29] T. Strouboulis,et al. The generalized finite element method: an example of its implementation and illustration of its performance , 2000 .
[30] Wing Kam Liu,et al. Meshfree and particle methods and their applications , 2002 .
[31] Wing Kam Liu,et al. Nonlinear Finite Elements for Continua and Structures , 2000 .
[32] Gregory J. Tallents,et al. Temporal resolution of a transient pumping X-ray laser , 2001 .
[33] J. Chaboche,et al. Mechanics of Solid Materials , 1990 .
[34] Michel Salaün,et al. High‐order extended finite element method for cracked domains , 2005 .
[35] T. Belytschko,et al. Crack propagation by element-free Galerkin methods , 1995 .
[36] John R. Rice,et al. A Critical Evaluation of Cohesive Zone Models of Dynamic Fracture , 2001 .
[37] J. Dolbow,et al. Enrichment of enhanced assumed strain approximations for representing strong discontinuities: addressing volumetric incompressibility and the discontinuous patch test , 2004 .
[38] James A. Sethian,et al. Level Set Methods and Fast Marching Methods , 1999 .
[39] J. Fineberg,et al. Crack front waves in dynamic fracture , 2003 .
[40] Ted Belytschko,et al. The extended finite element method for dynamic fractures , 2005 .
[41] T. Belytschko,et al. Vector level sets for description of propagating cracks in finite elements , 2003 .
[42] Ted Belytschko,et al. Arbitrary discontinuities in finite elements , 2001 .
[43] Ted Belytschko,et al. Wave propagation in a strain-softening bar: Exact solution , 1985 .
[44] Ferhun C. Caner,et al. Microplane Model M 5 with Kinematic and Static Constraints for Concrete Fracture and Anelasticity . I : Theory , 2004 .
[45] Bo Cerup Simonsen,et al. Mesh‐free simulation of ductile fracture , 2004 .
[46] M. B. Nooru-Mohamed. Mixed-mode fracture of concrete : An experimental approach , 1992 .
[47] I. Babuska,et al. The partition of unity finite element method: Basic theory and applications , 1996 .
[48] Su Hao,et al. Localization-Induced Band and Cohesive Model , 2000 .
[49] Ted Belytschko,et al. A vector level set method and new discontinuity approximations for crack growth by EFG , 2002 .
[50] Xiaopeng Xu,et al. Numerical simulations of fast crack growth in brittle solids , 1994 .
[51] Alex M. Andrew,et al. Level Set Methods and Fast Marching Methods: Evolving Interfaces in Computational Geometry, Fluid Mechanics, Computer Vision, and Materials Science (2nd edition) , 2000 .
[52] K. Ravi-Chandar,et al. Dynamic Fracture of Nominally Brittle Materials , 1998 .