Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Axial Compressive Experimental Study on Full-Scale Square Concrete Columns Confined by High-Strength Spiral Hoops
3 specimens of full-scale reinforced concrete columns were tested under monotonic axial loading, in which the hoop configuration of one specimen was , and the other two used the two-directional composite spiral hoops. The axial compressive performances of full-scale reinforced concrete columns confined by different configurations and strengths of hoops were discussed. One of the columns confined by spiral hoops used high-strength steels with the yield strength of 1000MPa as hoops, while the other two columns used ordinary-strength steel with yield strength of 400MPa. Columns confined by spiral hoops exhibited slight higher bearing capacity and better deformation ability than columns with hoop configuration . The results also indicated that compared with the specimen used ordinary-strength hoops, the bearing capacity of the specimen used high-strength hoops was basically the same, but the deformation ability improved obviously.
Axial Compressive Experimental Study on Full-Scale Square Concrete Columns Confined by High-Strength Spiral Hoops
3 specimens of full-scale reinforced concrete columns were tested under monotonic axial loading, in which the hoop configuration of one specimen was , and the other two used the two-directional composite spiral hoops. The axial compressive performances of full-scale reinforced concrete columns confined by different configurations and strengths of hoops were discussed. One of the columns confined by spiral hoops used high-strength steels with the yield strength of 1000MPa as hoops, while the other two columns used ordinary-strength steel with yield strength of 400MPa. Columns confined by spiral hoops exhibited slight higher bearing capacity and better deformation ability than columns with hoop configuration . The results also indicated that compared with the specimen used ordinary-strength hoops, the bearing capacity of the specimen used high-strength hoops was basically the same, but the deformation ability improved obviously.
Axial Compressive Experimental Study on Full-Scale Square Concrete Columns Confined by High-Strength Spiral Hoops
Li, Zhen-Bao (Autor:in) / Wang, Wen-Jing (Autor:in) / Zhang, Wei-Jing (Autor:in) / Shao, Yun-Da (Autor:in) / Zhang, Bing (Autor:in) / Fan, Mei-Guang (Autor:in) / Lin, Shuang-ping (Autor:in)
2012
6 Seiten
Aufsatz (Konferenz)
Englisch
| Trans Tech Publications | 2012
| British Library Conference Proceedings | 2012
Concrete Columns Confined by High-Strength Hoops
| British Library Conference Proceedings | 1995