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                <term xml:lang="fr">Béton aux granulats recyclés</term>
                <term xml:lang="fr">béton aux sables recyclés</term>
                <term xml:lang="fr">corrélation d'images</term>
                <term xml:lang="fr">localisation des déformations</term>
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              <p>Les comportements mécaniques à la rupture de bétons constitués de granulats recyclés (BGR) et de sables recyclés (BSR) ont été étudiés en utilisant une analyse synchronisée d'essais en flexion trois points avec la technique de corrélation d'images. Les profils d'ouverture de fissure et les zones de localisation des déformations (ZLD) ont été calculés pour analyser et comparer la zone de traitement de la fissure pour chaque formulation à des niveaux de chargement importants. Le BGR et le BSR semblent se comporter de la même manière que le béton de granulats naturels (BGN), mais on observe que les fissures pour le BGR apparaissent plus tôt et se développent plus rapidement par rapport au BGN. Les gravillons recyclés aident à générer une zone de traitement de la fissure plus longue et plus large, ainsi qu'une valeur de déformation plus élevée, alors que le sable recyclé conduit à une ZLD plus large.</p>
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