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Effets des différents niveaux de contraintes sur l'articulation poutre-colonne réaménagée

Effets des différents niveaux de contraintes sur l'articulation poutre-colonne réaménagée


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About the Book

Les structures en béton armé peuvent devoir être modernisées pour diverses raisons. L'inadéquation structurelle de matériaux tels que le béton et l'acier. L'application de PRFC comme renfort externe pour renforcer les poutres en béton a reçu beaucoup d'attention de la part des chercheurs, mais très peu d'études se sont concentrées sur les éléments structurels renforcés après précharge. Le comportement des structures qui ont été précontraintes jusqu'à l'apparition de fissures mérite plus d'attention, car il correspond à l'utilisation réelle du renforcement par PRFC. Le processus d'amélioration de la résistance, de récupération de la résistance perdue et d'amélioration de la performance de la structure au niveau local ou global est désigné par le terme "rétrofit". La résistance, la rigidité et la ductilité de quelques éléments ou d'un bâtiment entier peuvent être modifiées par le réaménagement. Le revêtement en ferrociment pour le réaménagement peut être utile car il est économique, facile à appliquer du point de vue de la main-d'oeuvre peu qualifiée requise, léger et très résistant à la traction. Dans cette étude, pour les poutres en béton armé manquant de cisaillement, les déflexions des spécimens sont notées après avoir sollicité les spécimens jusqu'à la charge ultime.


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Product Details
  • ISBN-13: 9786206993223
  • Publisher: KS Omniscriptum Publishing
  • Binding: Paperback
  • Language: French
  • Returnable: N
  • Weight: 199 gr
  • ISBN-10: 6206993221
  • Publisher Date: 27 Dec 2023
  • Height: 229 mm
  • No of Pages: 96
  • Spine Width: 6 mm
  • Width: 152 mm


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