Three‐dimensional finite‐element simulation of the dynamic Brazilian tests on concrete cylinders

By Gonzalo Ruiz, Magdalena Ortiz, Anna Pandolfi. 2000

184 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ea46a7dabd89de30e8f2efd80349dd22d4157a2a

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Physics-based modeling of brittle fracture: Cohesive formulations and the application of meshfree methods (2000, methodology): “[15, 71, 81] We have chosen not to investigate this approach because of the complications associated with adaptively modifying the mesh to account for new fracture surfaces.”
Dynamic crack propagation with cohesive elements: a methodology to address mesh dependency (2004, methodology): “By recourse to Coleman and Noll’s method [31, 32] one can show that the cohesive law takes the form t= @ @T (7) Following References [13, 14], we consider a simple class of mixed-mode cohesive laws accounting for tension–shear coupling obtained by the introduction of an e ective opening displacement”
A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials (2014, methodology): “Numerical simulations are widely used to verify the stress equilibrium condition in dynamic BD testing (Hughes et al. 1993; Zhu and Tang 2006; Rodrı́guez et al. 1994; Ruiz et al. 2000).”
The cohesive element approach to dynamic fragmentation: the question of energy convergence (2007, background): “Many examples of applications that utilize cohesive elements may be found in the literature [9–22].”
Measurement of mode I and mode II rock dynamic fracture toughness with cracked straight through flattened Brazilian disc impacted by split Hopkinson pressure bar (2011, background): “For more information on dynamic Brazilian tests, if not restricted to mixed mode dynamic fracture, readers may refer to the comprehensive review paper [5], there were also simulation studies to validate the experimental technique [6,7], however they were only related to mode I dynamic loading.”
Modeling three‐dimensional crack propagation—A comparison of crack path tracking strategies (2008, unknown): “[19, 22, 24–39].”