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Computers and Concrete
  Volume 19, Number 3, March 2017 , pages 227-232
DOI: https://doi.org/10.12989/cac.2017.19.3.227
 


Cyclic performance of concrete beams reinforced with CFRP prestressed prisms
Jiongfeng Liang, Yu Deng, Minghua Hu and Dilian Tang

 
Abstract
    This paper describes an experimental study of the cyclic performance of concrete beams reinforced with CFRP prestressed concrete prisms (PCP). The failure modes, hysteretic loops, skeleton curve, ductility, energy dissipation capacity and stiffness degradation of concrete beams reinforced with CFRP prestressed concrete prisms were analyzed. The results show that The CFRP prestressed prisms reinforced concrete beams have good seismic performance. The level of effective prestress and cross section of CFRP prestressed prisms had a little influence on the bearing capacity, the ductility and energy dissipation capacity of CFRP prestressed prisms reinforced concrete beams.
 
Key Words
    CFRP; prism; cyclic; beam; ductility
 
Address
Jiongfeng Liang:
1) Jiangxi Engineering Research Center of Process and Equipment for New Energy, East China Institute of Technology, Nanchang, P.R.China
2) Faculty of Civil&Architecture Engineering, East China Institute of Technology, Nanchang, P.R.China
Yu Deng: College of Civil and Architecture Engineering, Guangxi University of Science and Technology, Liuzhou ,P.R.China
Minghua Hu and Dilian Tang: Faculty of Civil&Architecture Engineering, East China Institute of Technology, Nanchang, P.R.China
 

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