Description of inelastic deformation and degradation of concrete

DOI10.1016/0020-7683(88)90070-4zbMath0637.73037OpenAlexW2085192214MaRDI QIDQ1098681

M. Klisiński, Zenon Mroz

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)90070-4

zbMATH Keywords

elastichardeningaxisymmetricirreversible deformationcoupling effectmonotonicplasticdecomposedtotal strain ratecyclic loading conditionsdamage strain ratesgeneral constitutive model for concretegeneral three-dimensional stress statesinteraction rulespre-critical rangeprogressive material cracking

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Plastic materials, materials of stress-rate and internal-variable type (74C99) Brittle damage (74R05) Theory of constitutive functions in solid mechanics (74A20) Elastic materials (74B99) Materials of strain-rate type and history type, other materials with memory (including elastic materials with viscous damping, various viscoelastic materials) (74D99)

Related Items

Finite element modeling of plastic hinges based on ductility demand‐capacity method using nonlinear material for dynamic analysis