An Study On The Flexural Performance Of Reninforced Concrete Beams Considering Loading History With Pre-stressed Cfrp Sheets

摘要：

For the effect of nonpre-stressed carbon fiber reinforced polymer (CFRP) Sheet Strengthening concrete beams to improve bending stiffness and crack resistance is not satisfactory, and it is difficult to totally unloading on the actual reinforcement, so in this paper, ANSYS is used to research the strengthened effectiveness and impact factors of prestressed CFRP reinforced concrete beams considering the secondary load.

关键词： pre-stressed CFRP sheets considering loading history amount of the CFRP Sheets ANSYS

作者: Zhe Li Gang Li Qin Zhao Shuai Zhang

作者单位: Department of Civil Engineering, Xian University of Technology Xi an China

会议类型: 国际会议

会议名称: 2011 International Conference on Vibration,Structural Engineering and Measurement(2011年振动、结构工程与测量国际会议 ICVSEM 2011)

会议地点: 上海

会议语种:英文

页码: 853-856

在线出版日期: 2011-10-21（万方平台首次上网日期，不代表论文的发表时间）