A coupled damage–plasticity model for concrete based on thermodynamic principles: Part I: model formulation and parameter identification

DOI10.1002/nag.627zbMath1273.74471OpenAlexW2163038539MaRDI QIDQ2856208

Giang D. Nguyen, Guy T. Houlsby

Publication date: 24 October 2013

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.627

zbMATH Keywords

thermodynamicsparameter identificationdamageconcreteplasticityconstitutive modelling

Mathematics Subject Classification ID

Brittle fracture (74R10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Thermodynamics in solid mechanics (74A15)

Related Items (5)

A gradient enhanced plasticity-damage microplane model for concrete ⋮ Development of an approach to constitutive modelling of concrete: isotropic damage coupled with plasticity ⋮ Machine learning meta-models for fast parameter identification of the lattice discrete particle model ⋮ Frame indifferent elastoplasticity of frictional materials at finite strain ⋮ A five-phase approach, SPH framework and applications for predictions of seepage-induced internal erosion and failure in unsaturated/saturated porous media

Cites Work

• The Thermomechanics of Plasticity and Fracture
• On the superposition of work dissipation in Coulomb's soil
• Unnamed Item

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