Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete contribution to the shear resistance of fiber reinforced polymer reinforced concrete members
Seven beams were tested in bending to determine the concrete contribution to their shear resistance. The beams had similar dimensions and concrete strength and were reinforced with carbon fiber reinforced polymer bars for flexure without transverse reinforcement. They were designed to fail in shear rather than flexure. The test variables were the shear span to depth ratio, varying from 1.82 to 4.5, and the flexural reinforcement ratio, varying from 1.1 to 3.88 times the balanced strain ratio. The test results are analyzed and compared with the corresponding predicted values using the American Concrete Institute, the Canadian Standard, and the Japan Society of Civil Engeers (JSCF) fiber reinforced polymer design recommendations. Based on these results and previous experimental data, it is shown that the ACI recommendations are extremely conservative whereas the Canadian and JSCE recommendations, albeit still conservative, are in closer agreement with the experimental data. Overall the Canadian Standard's predictions are in better agreement with experimental data than the JSCE predictions.
Concrete contribution to the shear resistance of fiber reinforced polymer reinforced concrete members
Seven beams were tested in bending to determine the concrete contribution to their shear resistance. The beams had similar dimensions and concrete strength and were reinforced with carbon fiber reinforced polymer bars for flexure without transverse reinforcement. They were designed to fail in shear rather than flexure. The test variables were the shear span to depth ratio, varying from 1.82 to 4.5, and the flexural reinforcement ratio, varying from 1.1 to 3.88 times the balanced strain ratio. The test results are analyzed and compared with the corresponding predicted values using the American Concrete Institute, the Canadian Standard, and the Japan Society of Civil Engeers (JSCF) fiber reinforced polymer design recommendations. Based on these results and previous experimental data, it is shown that the ACI recommendations are extremely conservative whereas the Canadian and JSCE recommendations, albeit still conservative, are in closer agreement with the experimental data. Overall the Canadian Standard's predictions are in better agreement with experimental data than the JSCE predictions.
Concrete contribution to the shear resistance of fiber reinforced polymer reinforced concrete members
Der Beitrag des Betons zum Scherwiderstand von mit faserverstärktem Kunststoff verstärkten Betonbauteilen
Razaqpur, A. Ghani (Autor:in) / Isgor, Burkan O. (Autor:in) / Greenaway, S. (Autor:in) / Selley, Alistair (Autor:in)
Journal of Composites for Construction ; 8 ; 452-460
2004
9 Seiten, 6 Bilder, 3 Tabellen, 24 Quellen
Aufsatz (Zeitschrift)
Englisch
| British Library Online Contents | 2004