Three-dimensional simulation of concrete fracture using embedded crack elements without enforcing crack path continuity
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Publication:3424533
DOI10.1002/nag.540zbMath1158.74042OpenAlexW2030596527MaRDI QIDQ3424533
Jaime C. Gálvez, David A. Cendón, Adel M. Fathy, Jaime Planas, José M. Sancho
Publication date: 2 March 2007
Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nag.540
Brittle fracture (74R10) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
Related Items (9)
Efficient modeling of localized material failure by means of a variationally consistent embedded strong discontinuity approach ⋮ An orthotropic mesh-corrected crack model ⋮ A comparative study on the modelling of discontinuous fracture by means of enriched nodal and element techniques and interface elements ⋮ Finite-element study of the diagonal-tension failure in reinforced concrete beams ⋮ Computational methods for fracture in brittle and quasi-brittle solids: state-of-the-art review and future perspectives ⋮ Modeling three-dimensional crack propagation-A comparison of crack path tracking strategies ⋮ A smeared-embedded mesh-corrected damage model for tensile cracking ⋮ A consistent finite element approach for dynamic crack propagation with explicit time integration ⋮ Towards the treatment of boundary conditions for global crack path tracking in three-dimensional brittle fracture
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