Experimental Study on the Flexural Capacity of Existed RC Beams Strengthened with CFRP

摘要：

Experiment was carried out on the cross section flexural capacity of 7 RC beams subjected to twiceloading strengthened with CFRP. According to the limit equilibrium theory, regression formulas for the ultimate capacity of RC bending members strengthened with CFRP were obtained. The theory calculations are in good agreement with experimental results. The study can supply theoretical foundation and technical support for the engineering application of RC bending members strengthened with CFRP.

关键词： existed reinforced concrete CFRP cross section flexural capacity

作者: Liyan Meng Tao Wang

作者单位: School of Architecture and Civil Engineering Heilongjiang Institute of Science and Technology Harbin, China

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 2401-2404

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）