Fatigue Performance of RC Beams Strengthened with CFRP under Variable Amplitude Overloads

摘要：

　　Introduction In the past two decades,external bonding of carbon fiber reinforced polymer(CFRP)composites is widely used for strengthening reinforced concrete(RC)structures of highway bridges 1.Researchers have demonstrated that external bonding of CFRP can obviously improve the fatigue performance of RC structures 2.However,although the super measures have been taken to limit overload from truck,the overload phenomenon is still widespread for highway transportation in China.

作者: Zhanbiao Chen Peiyan Huang Xinyan Guo Xiaohong Zheng Chen Zhao

作者单位: School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,China School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,China;

会议类型: 国际会议

会议名称: InternationalConference on Structural Fatigue﹠FractureTheory﹠Experimental Technology (FFTE 2018)(结构疲劳与断裂理论和实验技术国际会议)

会议地点: 海口

会议语种:英文

页码: 160-161

在线出版日期: 2018-01-12（万方平台首次上网日期，不代表论文的发表时间）