The simulation of dynamic crack propagation using the cohesive segments method

By Joris J. C. Remmers, R. de Borst, A. Needleman. 2008

235 citations recorded by the source corpus.

Subfields: Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/1a23a4402dd093424f9ce686b004b7dfbfd51b25

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In Computational Mechanics

In Mechanics of Materials

Citations in the corpus

Numerical simulation of dynamic fracture using finite elements with embedded discontinuities (2009, background): “…(2001), Li et al. (2002), Belytschko et al. (2003), Areias and Belytschko (2006), Song et al. (2006), Huespe et al. (2006), Medyanik et al. (2007), Remmers et al. (2008), or Rabczuk and Samaniego (2008), besides the earlier references Needleman and Tvergaard (1994a,b), Belytschko and Tabbara…”
Regularized formulation of the variational brittle fracture with unilateral contact: Numerical experiments (2009, background): “Remarkable results have been obtained coupling the discrete crack approach with cohesive force models (Xu and Needleman, 1994; Camacho and Ortiz, 1996; Ortiz and Pandolfi, 1999; Moës and Belytschko, 2002; Meschke and Dumstorff, 2007; Remmers et al., 2008), and the smeared crack approach with non-loc”
Unstructured polygonal meshes with adaptive refinement for the numerical simulation of dynamic cohesive fracture (2014, background): “In dynamic fracture simulations, the time step required to produce a stable simulation is dependent on the element size (Remmers et al. 2008).”
Hydro‐mechanical modeling of cohesive crack propagation in multiphase porous media using the extended finite element method (2013, methodology): “The technique has been applied in crack problems, including crack growth with frictional contact [23], cohesive crack growth [24, 25], stationary and growing cracks [26], three-dimensional crack propagation [27] and dynamic cohesive crack propagation [28].”
An explicit dynamics extended finite element method. Part 2: Element-by-element stable-explicit/explicit dynamic scheme (2009, methodology): “For that purpose, we developp a classical element-by-element strategy that couples the standard central difference scheme with the unconditionally stable explicit scheme proposed by Chang (International Journal for Numerical Methods in Engineering, 77(8):1100- 1120, 2008).”