Continuum approach to the numerical simulation of material failure in concrete

By Javier Oliver, Alfredo Huespe, Esteban Samaniego, E. Chaves. 2004

175 citations recorded by the source corpus.

Subfields: Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/d01a39fc22dbb9f9eaf57800c1219517e2d258d8

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In Computational Mechanics

In Mechanics of Materials

Citations in the corpus

Towards a generalization of a discrete strong discontinuity approach (2009, background): “Later, this concept was developed and extended in the works presented in [12,13].”
Three-dimensional crack growth with hp-generalized finite element and face offsetting methods (2010, methodology): “The global tracking technique introduced by Oliver et al. [45, 46 ] applies an auxiliary problem to trace the crack surface path.”
Mixed stabilized finite element methods in nonlinear solid mechanics: Part II: Strain localization (2010, methodology): “Successful application of the strong discontinuity approach (SDA) and of the X-FEM requires their use to determine the direction of crack propagation ([25], [26], [27], [28], [29]).”
Extended embedded finite elements with continuous displacement jumps for the modeling of localized failure in solids (2015, methodology): “The above constant discontinuity modes were accounted for in earlier EFEMs [10–13,31–34].”
Modeling three‐dimensional crack propagation—A comparison of crack path tracking strategies (2008, background): “[41] have proposed a robust and yet very elegant strategy that can be incorporated into commercial finite element codes in a remarkably efficient manner.”
Crack propagation criteria in the framework of X‐FEM‐based structural analyses (2007, unknown): “Two criteria are based on local information from the vicinity of the individual crack tip and two criteria have a global character: a principal stress criterion based on the averaged stresses around the crack tip [14], a maximum circumferential stress criterion based on the stress intensity factors ”
3D Crack propagation in unreinforced concrete. A two-step algorithm for tracking 3D crack paths (2006, methodology): “holds. Conditions (13) can be rephrased as an anisotropic heat conduction problem [ 35 ].”
hp‐Generalized FEM and crack surface representation for non‐planar 3‐D cracks (2009, unknown): “[43].”
Stability and robustness issues in numerical modeling of material failure with the strong discontinuity approach (2006, unknown): “Some applications of the CSDA to modelling fracture of concrete have been recently reported [15].”
On three-dimensional modelling of crack growth using partition of unity methods (2010, methodology): “(9) can be rephrased as an anisotropic heat conduction problem [104,123].”
Cohesive and non‐cohesive fracture by higher‐order enrichment of XFEM (2012, background): “Global criteria are also available in literature [9, 34], but they need additional computations and manipulations involving the whole of the solution domain and a local criterion can be preferable in this regard.”