Non-local damage modelling of concrete: a procedure for the determination of model parameters

DOI10.1002/NAG.563zbMath1196.74173OpenAlexW2054719291MaRDI QIDQ4933139

Giang D. Nguyen, Guy T. Houlsby

Publication date: 12 October 2010

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.563

zbMATH Keywords

length parameterparameter identificationcharacteristic lengthnon-local damage

Mathematics Subject Classification ID

Brittle damage (74R05)

Related Items (8)

Development of an approach to constitutive modelling of concrete: isotropic damage coupled with plasticity ⋮ A size-dependent constitutive modelling framework for localised failure analysis ⋮ A one-dimensional nonlocal damage-plasticity model for ductile materials ⋮ A damage model with evolving nonlocal interactions ⋮ Phase field fracture in elasto-plastic solids: a length-scale insensitive model for quasi-brittle materials ⋮ A thermodynamic approach to non-local damage modelling of concrete ⋮ Smoothing gradient damage model with evolving anisotropic nonlocal interactions tailored to low-order finite elements ⋮ Comparative verification of discrete and smeared numerical approaches for the simulation of hydraulic fracturing

Cites Work

• Nonlocal models for damage and fracture: Comparison of approaches
• Unnamed Item

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