Bifurcation investigations of coupled damage-plasticity models for concrete materials

DOI10.1016/j.cma.2015.10.010zbMath1425.74437OpenAlexW1765016897MaRDI QIDQ2631586

S. Beizaee, Kaspar Willam, G. Xotta

Publication date: 15 May 2019

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

Full work available at URL: https://doi.org/10.1016/j.cma.2015.10.010

zbMATH Keywords

localizationconcrete materialscoupling of three-invariant plasticity and damage

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60) Theories of fracture and damage (74A45)

Related Items (5)

A gradient enhanced plasticity-damage microplane model for concrete ⋮ A 3D non-orthogonal plastic damage model for concrete ⋮ An enhanced damaged plasticity model for concrete under cyclic and monotonic triaxial compression ⋮ G-space theory and weakened-weak form for micropolar media: application to smoothed point interpolation methods ⋮ An enhanced tensorial formulation for elastic degradation in micropolar continua

Uses Software

• Matlab

Cites Work

• Unnamed Item
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• Foundations of micropolar mechanics
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• Uniqueness and localization -- I: Associative and non-associative elastoplasticity
• Uniqueness and localization -- II: Coupled elastoplasticity
• Localized failure analysis in elastoplastic Cosserat continua
• Micropolar elastoplasticity and its role in localization
• On the formulation of anisotropic elastic degradation. I: Theory based on a pseudo-logarithmic damage tensor rate. II: Generalized pseudo-Rankine model for tensile damage
• Damage-plastic model for concrete failure
• Plastic model with non‐local damage applied to concrete

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