Flexural design of prestressed concrete beams with bonded FRP tendons - 文章详情页

作者：

Du, Xiu-Li (Du, Xiu-Li.) (学者：杜修力) | Wang, Zuo-Hu (Wang, Zuo-Hu.) | Zhan, Jie-Dong (Zhan, Jie-Dong.) | Deng, Zong-Cai (Deng, Zong-Cai.) (学者：邓宗才)

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摘要：

In　order　to　study　the　influence　of　non-prestressed　steel　tendons　of　the　flexural　strength　of　prestressed　concrete　beams　with　bonded　FRP　tendons,　this　paper　defines　the　failure　modes,　presents　the　equations　for　flexural　strength,　recommends　the　strength　reduction　factors,　and　the　calculated　results　by　the　proposed　method　are　calibrated　with　test　data.　Finally　suggestions　for　FRP　prestressed　concrete　beam　design　are　proposed.

关键词：

Bending strength Concrete beams and girders Fiber reinforced concrete Fiber reinforced plastics Prestressed beams and girders Prestressed concrete Wire

作者机构：

[ 1 ] [Du, Xiu-Li]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Wang, Zuo-Hu]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
[ 3 ] [Zhan, Jie-Dong]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Deng, Zong-Cai]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China

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