Research on the Flexural behavior of Reinforced Concrete Beams Strengthened with CFRP

被引：0
|
作者：
Wei, Hua [1 ]
Zhang, Jiye [1 ]
Zhu, Dawei [2 ]
Peng, Zhiyuan [3 ]
Wang, Haijun [1 ]
机构：
[1] Shenyang Univ Technol, Coll Architectural Engn, Shenyang 110870, Liaoning, Peoples R China
[2] Chinese Peoples Armed Police Force, Shenyang Fire Brigade Detachment, Shenyang 110026, Peoples R China
[3] Guomao Engn Design Inst, Beijing 100037, Peoples R China
来源：
ADVANCED ENGINEERING MATERIALS, PTS 1-3 | 2011年 / 194-196卷
关键词：
CFRP; Bearing Capacity; Strengthening; Numerical Simulation;
D O I：
10.4028/www.scientific.net/AMR.194-196.1781
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In order to clear the influence of carbon fiber reinforced polymer (CFRP) on the bearing capacity of reinforced concrete beams, tests of three reinforced concrete beams strengthened with CFRP are carried out. Experimental result shows that CFRP can effectively increase bearing capacity of flexural member, and can restrain the development of crack. Cracking load, yield load and ultimate load are significantly increased. At the same time numerical simulation is done; it is good agreement with experimental results.
引用
收藏
页码：1781 / +
页数：2
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