An elastoplastic constitutive model for concrete

DOI10.1016/0020-7683(88)90018-2zbMath0637.73038OpenAlexW2030515332MaRDI QIDQ1098682

B. George

Publication date: 1988

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(88)90018-2

zbMATH Keywords

non-associated flow rulebrittle behaviourconcreteductilefailure locushardening/softening parameterpath- independent criterionprogressive evolution of yield surfacerate-independent theory of plasticity

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Plastic materials, materials of stress-rate and internal-variable type (74C99) Theory of constitutive functions in solid mechanics (74A20)

Related Items (5)

Poroplastic damage modeling of unsaturated cement-based materials ⋮ Multi-scale modeling for inelastic behavior of a cohesive geomaterial ⋮ Behaviour of quasi-brittle material at high strain rate. Experiment and modelling ⋮ Elastoplastic damage modeling of desaturation and resaturation in argillites ⋮ A THERMODYNAMIC CONSISTENT ELASTOPLASTIC FRACTIONAL TIME-DEPENDENT DAMAGE MODEL FOR ROCK-LIKE MATERIALS

This page was built for publication: An elastoplastic constitutive model for concrete