Micromechanical analysis of quasi‐brittle materials using fracture‐based interface elements

By I. Carol, C. López, O. Roa. 2001

239 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/ecc30e0746a3c186ec3fc5678202bfe694d438eb

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In Mechanics of Materials

Citations in the corpus

Dry Joint Stone Masonry Walls Subjected to In-Plane Combined Loading (2005, unknown): “The material discontinuity introduced by the joints makes the use of interface elements, within a finite element formulation, an appropriate option to model such structures e.g., Lotfi and Shing 1994; Lourenco and Rots 1997; Carol et al. 2001 .”
3D meso-structural analysis of concrete specimens under uniaxial tension (2006, background): “More details of the interface law and examples of application to simple loading cases in 2-D can be found in [8,9,1].”
Confinement-shear lattice CSL model for fracture propagation in concrete (2006, background): “One powerful approach for concrete modeling is to treat it as a material with multiphase microstructure, in which the aggregate inclusions, mortar matrix and interface layers are treated as separate phases, each of them discretized by finite elements [24,31,12].”
A non‐linear interface element for 3D mesoscale analysis of brick‐masonry structures (2011, methodology): “The use of nonlinear interface elements to model potential crack or slip planes, allows increased accuracy of the numerical solution simply through mesh refinement [6].”
Strain-rate effects on concrete behavior (2011, background): “[6], concrete is modeled as a three-phase material (aggregate inclusions, mortar matrix, and interface between them), each phase being discretized through”
Combining interface damage and friction in a cohesive‐zone model (2006, methodology): “adopted a nonlinear constitutive interface law based on softening plasticity [5], while Marfia and Sacco developed a cohesive interface model and two numerical procedures to investigate on mode-I crack evolution [6].”
Discrete element method simulations of fracture in concrete under uniaxial compression based on its real internal structure (2018, background): “…2011; Shahbeyk et al., 2011; Skarz_yński et al., 2015; Skarz_yński and Tejchman, 2010, 2016) and discrete models (e.g. Bolander and Sukumar, 2005; Carol et al., 2001; Chen and Konietzky, 2014; Cusatis et al., 2006; Dupray et al., 2009; Groh et al., 2011; Hentz et al., 2004; Kozicki and…”
A combined finite-discrete element analysis of dry stone masonry structures (2013, background): “A possible way of overcoming these limitations consists of the inclusion of joint interface elements within the finite elements to model the response of discontinuities [7–12].”