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단부 보강에 따른 U-플랜지 트러스 복합보의 전단 내력에 관한 실험연구

Experimental Study on the Shear Capacity of the U-Flanged Truss Hybrid Beam With Reinforced End Zone

  • 김영호 (국립목포대학교 건축공학과) ;
  • 박성진 (국립목포대학교 건축공학과) ;
  • 오명호 (국립목포대학교 건축공학과)
  • Kim, Young Ho (Dept. of Architectural Engineering, Mokpo National Univ.) ;
  • Park, Sung Jin (Dept. of Architectural Engineering, Mokpo National Univ.) ;
  • Oh, Myoung Ho (Dept. of Architectural Engineering, Mokpo National Univ.)
  • 투고 : 2021.01.13
  • 심사 : 2021.02.17
  • 발행 : 2021.03.15

초록

The U-flanged truss hybrid beam is a new composite beam made by pouring concrete into the U-flanged truss beam. In this study, an experimental study was performed to verify the shear capacity of U-flanged truss hybrid beams with the newly developed end reinforcement details. For all specimens, the maximum shear strength was determined by shear failure of concrete in the loading point The detail reinforced with stirrups at the end zone can exhibit the greatest shear strength, but the method of reinforcing the end zone using vertical steel plates, which is a relatively easy method to manufacture, is considered to be the most effective detail in terms of shear strength and ductility. Also, in the case of U-flanged truss hybrid beams reinforced with vertical steel plates at the end zone, the shear strength can be evaluated on the safety side by using the Korea Design Standard formula.

키워드

참고문헌

  1. Oh, M. H., Kim, Y. H., & Kim, M. H., "Experimental Study on the Flexural Capacity of the U-Flanged Truss Hybrid Beam", Journal of Korean Association for Spatial Structures, Vol.18, No.4, pp.123-130, 2018, doi: 10.9712/KASS.2018.18.4.123
  2. Oh, M. H., Kim, Y. H., Kang, J. Y., & Kim, M. H., "Experimental Study on the Structural Capacity of the U-Flanged Truss Steel Beam", Journal of Korean Association for Spatial Structures, Vol.18, No.4, pp.113-121, 2018, doi: 10.9712/KASS.2018.18.4.113
  3. Oh, M. H., & Kim, Y. H., "Experimental Study on the Structural Capacity of the U-Flanged Truss Steel Beam With Reinforced End by Steel Plates", Journal of Korean Association for Spatial Structures, Vol.20, No.2, pp.31-38, 2020, doi: 10.9712/KASS.2020.20.2.31
  4. MOLIT, "Korea Design Standard(KDS 41 30 00 : 2016)", Ministry of Land, Infrastructure and Transport, 2016.
  5. MOLIT, "Korea Design Standard(KDS 14 20 22 : 2016)", Ministry of Land, Infrastructure and Transport, 2016.