Structural Engineering and Mechanics

  • 제69권4호
  • /
  • Pages.399-405
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  • 2019
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Assessment of reliability-based FRP reinforcement ratio for concrete structures with recycled coarse aggregate

  • Ju, Minkwan (Department of Civil and Environmental Engineering, Yonsei University) ;
  • Park, Kyoungsoo (Department of Civil and Environmental Engineering, Yonsei University) ;
  • Lee, Kihong (Department of Civil and Environmental Engineering, Hanyang University) ;
  • Ahn, Ki Yong (Department of Civil and Environmental Engineering, Hanyang University) ;
  • Sim, Jongsung (Department of Civil and Environmental Engineering, Hanyang University)
  • 투고 : 2018.11.26
  • 심사 : 2019.01.21
  • 발행 : 2019.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

The present study assessed the reliability-based reinforcement ratio of FRP reinforced concrete structure applying recycled coarse aggregate (RCA) concrete. The statistical characteristics of FRP bars and RCA concrete were investigated from the previous literatures and the mean value and standard deviation were employed for the reliability analysis. The statistics can be regarded as the material uncertainty for configuring the probability distribution model. The target bridge structure is the railway bridge with double T-beam section. The replacement ratios of RCA were 0%, 30%, 50%, and 100%. From the probability distribution analysis, the reliability-based reinforcement ratios of FRP bars were assessed with four cases according to the replacement ratio of RCA. The reinforcement ratio of FRP bars at RCA 100% showed about 17.3% higher than the RCA 0%, where the compressive strength at RCA 100% decreased up to 27.5% than RCA 0%. It was found that the decreased effect of the compressive strength of RCA concrete could be compensated with increase of the reinforcement ratio of FRP bars. This relationship obtained by the reliability analysis can be utilized as a useful information in structural design for FRP bar reinforced concrete structures applying RCA concrete.

키워드

과제정보

연구 과제 주관 기관 : National Research Foundation of Korea (NRF)

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피인용 문헌

  1. Shear deformations based on variable angle truss model for concrete beams reinforced with FRP bars vol.79, pp.3, 2021, https://doi.org/10.12989/sem.2021.79.3.337