Compaction and tensile damage in concrete: Constitutive modelling and application to dynamics

DOI10.1016/S0045-7825(99)00223-6zbMath0984.74075OpenAlexW2157244454MaRDI QIDQ1573346

Fabrice Gatuingt, Nicolas Burlion, Gilles Pijaudier-Cabot, Laurent Daudeville

Publication date: 5 May 2002

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(99)00223-6

zbMATH Keywords

porous materialsdamageplasticityimpactcompactionconfined concreteLagrangian finite element code DYNA3Dsplit Hopkinson testtensile damage

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (4)

Viscoplastic approach for rate-dependent failure analysis of concrete joints and interfaces ⋮ Coupled damage and plasticity modelling in transient dynamic analysis of concrete ⋮ On numerical implementation of a coupled rate dependent damage‐plasticity constitutive model for concrete in application to high‐rate dynamics ⋮ Coupled viscoplasticity damage constitutive model for concrete materials

Cites Work

• On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects
• Strain- and stress-based continuum damage models. II. Computational aspects
• A continuum model for plastic-brittle behaviour of rock and concrete
• A Global Damage Theory and the Hyperbolicity of the Wave Problem
• Bifurcation Effects in Ductile Metals With Nonlocal Damage
• GRADIENT ENHANCED DAMAGE FOR QUASI-BRITTLE MATERIALS
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