한국강구조학회 논문집 (Journal of Korean Society of Steel Construction)

  • 제26권1호
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  • Pages.31-42
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  • 2014
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  • 1226-363X(pISSN)
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  • 2287-4054(eISSN)
한국강구조학회 (Korean Society of Steel Construction)
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프리캐스트 콘크리트에 의해 피복된 콘크리트충전 강관기둥의 편심압축실험

Eccentric Axial Load Test for Concrete-Filled Tubular Columns Encased with Precast Concrete

  • 투고 : 2013.06.26
  • 심사 : 2014.01.02
  • 발행 : 2014.02.27
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초록

본 연구에서는 콘크리트충전 각형강관에 구조용 피복콘크리트를 적용한 합성기둥에 대하여 연구하였다. 1/3~1/2 축소모델의 편심 압축실험체 4개와 중심압축실험체 1개를 제작하여 압축실험을 수행하였다. 실험 변수는 피복콘크리트의 강섬유 첨가여부, 편심거리, 기둥 길이, 그리고 횡보강 상세이다. 일부 실험체에서 최대강도 도달 후 피복콘크리트의 탈락으로 인한 강도저하가 발생하였으나 모든 실험체는 현행 설계기준(KBC 2009)에 의한 휨 압축 강도 및 공칭 압축강도를 초과하는 하중재하능력을 보였다.

In this paper, concrete-filled steel tubular columns encased with precast reinforced concrete were studied. Four eccentrically loaded columns and a concentrically loaded column were tested to investigate the axial load-carrying capacity. The test parameters were the use of fiber reinforcement for cover concrete, eccentricity, column length, and lateral reinforcement. The maximum axial loads of the specimens agreed with the nominal strengths predicted by KBC 2009. However, in some specimens, the load carrying capacity quickly decreased after the peak strength due to spalling of the cover concrete.

키워드

참고문헌

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피인용 문헌

  1. 콘크리트피복 원형충전강관 기둥-강재보 접합부에 대한 반복하중실험 vol.29, pp.6, 2014, https://doi.org/10.7781/kjoss.2017.29.6.411
  2. Axial Compression Behavior of Concrete-Encased Steel Angle Columns Using High-Strength Steel vol.31, pp.6, 2014, https://doi.org/10.7781/kjoss.2019.31.6.381