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FRP stay-in-place form and shear key connection for FRP-concrete hybrid beams/decks 원문보기

Composite structures, v.192, 2018년, pp.489 - 499  

Zou, Xingxing (Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology) ,  Feng, Peng (Dept. of Civil Engineering, Tsinghua University) ,  Wang, Jingquan (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University) ,  Wu, Yuwei (Dept. of Civil Engineering, Tsinghua University) ,  Feng, Yu (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University)

Abstract AI-Helper 아이콘AI-Helper

Abstract A novel assembly FRP (fiber-reinforced polymer)-concrete hybrid beams/decks system is proposed and investigated in this paper. The performance of FRP shear key (SK) connector, FRP stay-in-place (SIP) form, and their combination for the FRP-concrete hybrid beams/decks is evaluated. The slip...

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