Coupling between progressive damage and permeability of concrete: analysis with a discrete model
From MaRDI portal
Publication:5435679
DOI10.1002/nag.445zbMath1140.74539OpenAlexW2084764378MaRDI QIDQ5435679
Gilles Pijaudier-Cabot, Abdelhafid Khelidj, George Chatzigeorgiou, Vincent Picandet
Publication date: 14 January 2008
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.445
Related Items
An elastic plastic damage formulation for concrete: application to elementary tests and comparison with an isotropic damage model, Dual length scale non-local model to represent damage and transport in porous media, Development of embedded element technique for permeability analysis of cracked porous media, Modeling of hydraulic fracture of concrete gravity dams by stress-seepage-damage coupling model, A practical method to estimate crack openings in concrete structures
Cites Work
