대한건축학회논문집:구조계 (Journal of the Architectural Institute of Korea Structure & Construction)

  • 제28권3호
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  • Pages.3-14
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  • 2012
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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Half-PC 보와 현장타설 콘크리트의 경계면에 배근된 비인장 강연선의 부착응력-슬립 모델 및 정착길이

Bond Stress-Slip Model and Development Length of Untensioned Wire Strand Placed on the Interface between Half-PC Beam and Topping Concrete

  • 노삼영 (한양대학교 공학대학 건축학부) ;
  • 김형근 (SH공사도시연구소) ;
  • 이준호 (한양대학교 건축환경공학과) ;
  • 조민주 (한양대학교 건축환경공학과)
  • 투고 : 2011.08.04
  • 발행 : 2012.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

The purpose of this research is to obtain development length and bond slip relationship of the untensioned wire strand, applied to the precast concrete beam-column joint system developed recently. For this the pull-out tests were performed, in which the main test parameters are diameter of strands (9.3mm, 12.7mm, bundle), embedment length and distance from the precast concrete surface to the strand. A estimation equation of the development length was proposed based on test result. Herein 5% fractil value with 90% reliability was considered. The development length estimated by the proposed equation is comparable with that of the untensioned wire strand suggested in CEP-FIP Model Code 1990. Half-Precast concrete and topping concrete interface was proposed as an additional new bond condition for the strand location coefficient in the equation of MC-90. Additionally a bond stress-slip model was established by means of a numerical algorithm applying the strand strain obtained from the pullout tests mentioned above. The development length obtained by numerical analysis using this bond-slip model agrees with the test result. This shows the validity of the bond-slip model developed in this research.

키워드

참고문헌

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