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            <title xml:lang="fr">Une nouvelle loi constitutive pour la description du comportement cyclique des matériaux quasi-fragiles : effet unilatéral régularisé et effets hystérétiques</title>
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                <term xml:lang="fr">béton</term>
                <term xml:lang="fr">effets hystérétiques</term>
                <term xml:lang="fr">effet unilatéral régularisé</term>
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              <p>Une nouvelle loi de comportement visant à étudier le comportement du béton sous chargement cyclique est proposée. La formulation de la loi repose en partie sur une approche par expérimentation numérique à l'aide d'un modèle de type lattice. Ainsi, une prise en compte de l'effet unilatéral régularisé est proposée afin de décrire le phénomène de refermeture progressif des fissures. La loi de comportement développée a été validée à l'échelle de la structure sur le cas d'un voile en béton armé sous chargement cyclique.</p>
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