A crack-tracking technique for localized damage in quasi-brittle materials
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Miguel Cervera | Luca Pelà | Pere Roca | M. Cervera | P. Roca | L. Pelà | R. Clemente | Roberto Clemente
[1] Alfredo Edmundo Huespe,et al. Continuum approach to material failure in strong discontinuity settings , 2004 .
[2] T. Belytschko,et al. Vector level sets for description of propagating cracks in finite elements , 2003 .
[3] Stefano Mariani,et al. An extended FE strategy for transition from continuum damage to mode I cohesive crack propagation , 2007 .
[4] Gerhard A. Holzapfel,et al. 3D Crack propagation in unreinforced concrete. A two-step algorithm for tracking 3D crack paths , 2006 .
[5] T. Belytschko,et al. Extended finite element method for three-dimensional crack modelling , 2000 .
[6] G. Ventura,et al. A regularized XFEM model for the transition from continuous to discontinuous displacements , 2008 .
[7] Jaime Planas,et al. Mixed Mode Fracture of Concrete under Proportional and Nonproportional Loading , 1998 .
[8] Günter Hofstetter,et al. Numerical prediction of crack propagation and crack widths in concrete structures , 2009 .
[9] Miguel Cervera,et al. Smeared crack approach: back to the original track , 2006 .
[10] J. C. Simo,et al. An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids , 1993 .
[11] M. Cervera,et al. A smeared‐embedded mesh‐corrected damage model for tensile cracking , 2008 .
[12] James A. Sethian,et al. Level Set Methods and Fast Marching Methods , 1999 .
[13] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .
[14] Ted Belytschko,et al. A finite element method for crack growth without remeshing , 1999 .
[15] E. T. S. Enginyers de Camins,et al. Strong discontinuities and continuum plasticity models : the strong discontinuity approach , 1999 .
[16] G. Hofstetter,et al. An embedded strong discontinuity model for cracking of plain concrete , 2006 .
[17] J. Oliver,et al. On strategies for tracking strong discontinuities in computational failure mechanics , 2002 .
[18] J. Oliver. A consistent characteristic length for smeared cracking models , 1989 .
[19] J. C. Simo,et al. Strain- and stress-based continuum damage models—I. Formulation , 1989 .
[20] Jörn Mosler,et al. Embedded crack vs. smeared crack models: a comparison of elementwise discontinuous crack path approaches with emphasis on mesh bias , 2004 .
[21] M. Cervera. An orthotropic mesh corrected crack model , 2008 .
[22] T. Belytschko,et al. A review of extended/generalized finite element methods for material modeling , 2009 .
[23] Ted Belytschko,et al. Elastic crack growth in finite elements with minimal remeshing , 1999 .
[24] Elena Benvenuti,et al. A regularized XFEM framework for embedded cohesive interfaces , 2008 .
[25] L. Pelà. Continuum damage model for nonlinear analysis of masonry structures , 2009 .
[26] A. Huespe,et al. A comparative study on finite elements for capturing strong discontinuities: E-FEM vs X-FEM , 2006 .
[27] J. Rots. Computational modeling of concrete fracture , 1988 .
[28] R. de Borst,et al. Computational modelling of concrete fracture , 2012 .
[29] Jean-Louis Chaboche,et al. ASPECT PHENOMENOLOGIQUE DE LA RUPTURE PAR ENDOMMAGEMENT , 1978 .
[30] Y. R. Rashid,et al. Ultimate strength analysis of prestressed concrete pressure vessels , 1968 .
[31] Paul Steinmann,et al. Modeling three‐dimensional crack propagation—A comparison of crack path tracking strategies , 2008 .
[32] G. Meschke,et al. Energy-based modeling of cohesive and cohesionless cracks via X-FEM , 2007 .
[33] T. Belytschko,et al. Extended finite element method for cohesive crack growth , 2002 .
[34] A. Huespe,et al. Continuum approach to the numerical simulation of material failure in concrete , 2004 .
[35] Miguel Cervera,et al. Nonlinear analysis of reinforced concrete plate and shell structures using 20-noded isoparametric brick elements , 1987 .
[36] Miguel Cervera,et al. Mesh objective tensile cracking via a local continuum damage model and a crack tracking technique , 2006 .
[37] J. Oliyer. Continuum modelling of strong discontinuities in solid mechanics using damage models , 1995 .
[38] Rui Faria,et al. Seismic evaluation of concrete dams via continuum damage models , 1995 .