Chemo‐hygro‐mechanical modelling and numerical simulation of concrete deterioration caused by alkali‐silica reaction

DOI10.1002/nag.375zbMath1112.74500OpenAlexW2100004370MaRDI QIDQ4667874

Falko Bangert, Günther Meschke, Detlef Kuhl

Publication date: 21 April 2005

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.375

zbMATH Keywords

finite element methodconcretedeteriorationmodelalkali-silica reactionchemo-hygro-mechanical coupling

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Chemical and reactive effects in solid mechanics (74F25) Chemical structure in solid mechanics (74E40)

Related Items (4)

Two-scale diffusion-deformation coupling model for material deterioration involving micro-crack propagation ⋮ Higher-order accurate implicit time integration schemes for transport problems ⋮ Modeling alkali-silica reaction in non-isothermal, partially saturated cement based materials ⋮ Simplified coupled chemo-mechanical modeling of cement pastes behavior subjected to combined leaching and external sulfate attack

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