Structural Engineering and Mechanics

  • 제62권3호
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  • Pages.291-295
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  • 2017
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Flexural behaviour of reinforced concrete beams strengthened with NSM CFRP prestressed prisms

  • Liang, Jiong-Feng (Jiangxi Engineering Research Center of Process and Equipment for New Energy, East China Institute of Technology) ;
  • Yu, Deng (College of Civil and Architecture Engineering, Guangxi University of Science and Technology,) ;
  • Xie, Shengjun (Faculty of Civil and Architecture Engineering, East China Institute of Technology) ;
  • Li, Jianping (Faculty of Civil and Architecture Engineering, East China Institute of Technology)
  • 투고 : 2016.03.06
  • 심사 : 2016.12.22
  • 발행 : 2017.05.10
⟨ 이전 논문 다음 논문 ⟩

초록

The behaviour of reinforced concrete beams strengthened with near surface mounted (NSM) CFRP prestressed prisms was experimentally investigated. Five RC beams were tested under four point bending. All beams were made with dimensions of 300 mm in width, 2000 mm in length and 150 in depth. The effects of presstress level of CFRP prestressed prisms and prism material type were studied. The failure mode, load capacity, deflection, CFRP strain, steel strain and ductility of the tested beams were all analyzed. The results showed that the behavior of the reinforced concrete beams strengthened with NSM CFRP prestressed prisms showed a significant increase in the load-carrying capacity and the deformation capacity. The NSM CFRP prestressed prisms strengthening technique could be considered as an effective method for repairing RC structures.

키워드

과제정보

연구 과제 주관 기관 : Chinese National Natural Science Foundation, East China Institute of Technology, Guangxi Key Laboratory of Disaster Prevention and Structural Safety

참고문헌

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