Influence of visco-elasticity on the stress development induced by alkali–silica reaction
Authors:
- Alain B. GiorlaAGAlain B. Giorla
- Karen L. ScrivenerKSKaren L. Scrivener
- Cyrille F. DunantCDCyrille F. Dunant
- 1 April 2015
- journal article
- Published by Elsevier in Cement and Concrete Research
- Vol. 70, 1-8
Abstract
No abstract availableKeywords
Funding Information
- Swiss Federal Office for Energy (OFEN)
- SwissElectric Research
This publication has 26 references indexed in Scilit:
- Effects of aggregate size on alkali–silica-reaction induced expansionCement and Concrete Research, 2012
- Effects of uniaxial stress on alkali–silica reaction induced expansion of concreteCement and Concrete Research, 2012
- Micro-mechanical modelling of alkali–silica-reaction-induced degradation using the AMIE frameworkCement and Concrete Research, 2010
- Concrete modelling for expertise of structures affected by alkali aggregate reactionCement and Concrete Research, 2010
- Development and validation of a 3D computational tool to describe concrete behaviour at mesoscale. Application to the alkali-silica reactionComputational Materials Science, 2009
- Modelling of Effect of ASR on Concrete MicrostructureKey Engineering Materials, 2007
- Relation of expansion due to alkali silica reaction to the degree of reaction measured by SEM image analysisCement and Concrete Research, 2007
- Chemical modelling of Alkali Silica reaction: Influence of the reactive aggregate size distributionMaterials and Structures, 2006
- Different manifestations of the alkali-silica reaction in concrete according to the reaction kinetics of the reactive aggregateCement and Concrete Research, 2006
- Alkali–silica reactionCement and Concrete Research, 2002