Increased applications of FRP bars in buildings are possible only through better understanding of elevated temperature behaviours of FRP bar reinforced concrete (RC) structures as buildings are very vulnerable to fire hazard. Thirteen Carbon FRP bar RC beams have been used in the research described in this book. These beams were tested both at room and elevated temperatures. This book focuses on explaining both the experimental and theoretical behaviours of the tested beams. The theoretical responses of the beams were studied with the help of a strain compatibility analysis (SCA) and finite element modelling (FEM). SCA was carried out with the help of a layer-by-layer method of calculating section forces. A smeared crack approach was used for the FE analysis. The study suggested an appropriate modification in the ACI code deflection model for FRP RC structures. A method for the prediction of theoretical deflection of FRP reinforced beams is proposed for the European code. The research provided analytical models for the elevated temperature tests of FRP RC beams. The study also provided preliminary guidance for the design of FRP RC beams, in fire conditions.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
Increased applications of FRP bars in buildings are possible only through better understanding of elevated temperature behaviours of FRP bar reinforced concrete (RC) structures as buildings are very vulnerable to fire hazard. Thirteen Carbon FRP bar RC beams have been used in the research described in this book. These beams were tested both at room and elevated temperatures. This book focuses on explaining both the experimental and theoretical behaviours of the tested beams. The theoretical responses of the beams were studied with the help of a strain compatibility analysis (SCA) and finite element modelling (FEM). SCA was carried out with the help of a layer-by-layer method of calculating section forces. A smeared crack approach was used for the FE analysis. The study suggested an appropriate modification in the ACI code deflection model for FRP RC structures. A method for the prediction of theoretical deflection of FRP reinforced beams is proposed for the European code. The research provided analytical models for the elevated temperature tests of FRP RC beams. The study also provided preliminary guidance for the design of FRP RC beams, in fire conditions.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Increased applications of FRP bars in buildings are possible only through better understanding of elevated temperature behaviours of FRP bar reinforced concrete (RC) structures as buildings are very vulnerable to fire hazard. Thirteen Carbon FRP bar RC beams have been used in the research described in this book. These beams were tested both at room and elevated temperatures. This book focuses on explaining both the experimental and theoretical behaviours of the tested beams. The theoretical responses of the beams were studied with the help of a strain compatibility analysis (SCA) and finite element modelling (FEM). SCA was carried out with the help of a layer-by-layer method of calculating section forces. A smeared crack approach was used for the FE analysis. The study suggested an appropriate modification in the ACI code deflection model for FRP RC structures. A method for the prediction of theoretical deflection of FRP reinforced beams is proposed for the European code. The research provided analytical models for the elevated temperature tests of FRP RC beams. The study also provided preliminary guidance for the design of FRP RC beams, in fire conditions. 308 pp. Englisch. N° de réf. du vendeur 9783838345871
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Increased applications of FRP bars in buildings are possible only through better understanding of elevated temperature behaviours of FRP bar reinforced concrete (RC) structures as buildings are very vulnerable to fire hazard. Thirteen Carbon FRP bar RC beams have been used in the research described in this book. These beams were tested both at room and elevated temperatures. This book focuses on explaining both the experimental and theoretical behaviours of the tested beams. The theoretical responses of the beams were studied with the help of a strain compatibility analysis (SCA) and finite element modelling (FEM). SCA was carried out with the help of a layer-by-layer method of calculating section forces. A smeared crack approach was used for the FE analysis. The study suggested an appropriate modification in the ACI code deflection model for FRP RC structures. A method for the prediction of theoretical deflection of FRP reinforced beams is proposed for the European code. The research provided analytical models for the elevated temperature tests of FRP RC beams. The study also provided preliminary guidance for the design of FRP RC beams, in fire conditions. N° de réf. du vendeur 9783838345871
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Vendeur : moluna, Greven, Allemagne
Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Rafi Muhammad MasoodProfessor Muhammad Masood Rafi is a Professor in the Department of Civil Engineering at NED University of Engineering and Technology, Karachi. He has more than ten years experience of lecturing. He is the edito. N° de réf. du vendeur 5415031
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. FIRE PERFORMANCE OF FRP REINFORCED CONCRETE BEAMS | Experimental and Theoretical Studies | Muhammad Masood Rafi | Taschenbuch | 308 S. | Englisch | 2010 | LAP LAMBERT Academic Publishing | EAN 9783838345871 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 101208620
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -Increased applications of FRP bars in buildings are possible only through better understanding of elevated temperature behaviours of FRP bar reinforced concrete (RC) structures as buildings are very vulnerable to fire hazard. Thirteen Carbon FRP bar RC beams have been used in the research described in this book. These beams were tested both at room and elevated temperatures. This book focuses on explaining both the experimental and theoretical behaviours of the tested beams. The theoretical responses of the beams were studied with the help of a strain compatibility analysis (SCA) and finite element modelling (FEM). SCA was carried out with the help of a layer-by-layer method of calculating section forces. A smeared crack approach was used for the FE analysis. The study suggested an appropriate modification in the ACI code deflection model for FRP RC structures. A method for the prediction of theoretical deflection of FRP reinforced beams is proposed for the European code. The research provided analytical models for the elevated temperature tests of FRP RC beams. The study also provided preliminary guidance for the design of FRP RC beams, in fire conditions.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 308 pp. Englisch. N° de réf. du vendeur 9783838345871
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Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
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