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<dc:title xml:lang="fr">Etude de l'adhérence armature-béton, influence des granulats de béton recyclé et apport des mesures acoustiques</dc:title>
<dcterms:alternative xml:lang="en">The influence of recycled concrete aggregate on the bond between rebar and concrete using mechanical and acoustic measurements</dcterms:alternative>
<dc:subject xml:lang="fr">Béton armé</dc:subject>
<dc:subject xml:lang="fr">Adhérence</dc:subject>
<dc:subject xml:lang="fr">Granulat de béton recyclé</dc:subject>
<dc:subject xml:lang="fr">Acoustique</dc:subject>
<dc:subject xml:lang="fr">Endommagement</dc:subject>
<dc:subject xml:lang="fr">Frottement</dc:subject>
<dc:subject xml:lang="en">Reinforced concrete</dc:subject>
<dc:subject xml:lang="en">Bond</dc:subject>
<dc:subject xml:lang="en">Recycled concrete aggregate</dc:subject>
<dc:subject xml:lang="en">Acoustic</dc:subject>
<dc:subject xml:lang="en">Damage</dc:subject>
<dc:subject xml:lang="en">Friction</dc:subject>
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<tef:elementdEntree autoriteExterne="027815447" autoriteSource="Sudoc">Barres d'armature</tef:elementdEntree>
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<tef:elementdEntree autoriteExterne="030430526" autoriteSource="Sudoc">Mécanique de l'endommagement (milieux continus)</tef:elementdEntree>
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<tef:elementdEntree autoriteExterne="027754804" autoriteSource="Sudoc">Adhésion (physique)</tef:elementdEntree>
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<dcterms:abstract xml:lang="fr">L'introduction de granulats de béton recyclé (i.e. granulats produits à partir des gravats issus de la démolition d'ouvrages en béton obsolètes) dans les formulations de béton impacte de manière significative le comportement structurel des éléments en béton armé. Ce travail est consacré à l'étude de l'influence des granulats de béton recyclé sur l'adhérence armature-béton. Dans un premier temps, un modèle analytique de l'adhérence armature-béton est développé. L'originalité du modèle proposé réside dans le nombre limité de paramètres physiques sur lesquels il est fondé. Ces paramètres physiques sont ensuite déterminés expérimentalement via la réalisation d'une campagne d'essais d'arrachement. Trois types de bétons, dont deux bétons de granulats de béton recyclé, sont étudiés. Le suivi de l'arrachement de l'armature est complété par des mesures acoustiques permettant d'obtenir des informations provenant du coeur de l'échantillon, où l'armature se trouve.</dcterms:abstract>
<dcterms:abstract xml:lang="en">The use of recycled concrete aggregate (i.e. aggregate produced from concrete demolition rubble) has a significant impact on the mechanical behavior of reinforced concrete members. This work focuses on the influence of recycled concrete aggregate on rebar-concrete bond. First, an analytical madel of the rebar-concrete bond is developed. The original feature of this modellies in the limited number of non-free physically-based parameters on which it is based. These parameters are then experimentally determined through a pull out test campaign. Three types of concrete, including two recycled aggregate concretes, are studied. Pull-out test monitoring is completed by acoustic measurements in order to obtain data from inside the concrete bulk, where the reinforcing bar is located.</dcterms:abstract>
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