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

  • 제31권2호
  • /
  • Pages.29-36
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  • 2015
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  • 1226-9107(pISSN)
  • /
  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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스테인리스 환봉으로 보강된 미륵사지 석탑 화강암 부재의 휨거동

Flexural Behavior of Stainless Reinforced Granite Member in the Stone Pagoda of Mireuksa Temple Site

  • 투고 : 2014.10.08
  • 심사 : 2015.01.23
  • 발행 : 2015.02.28
⟨ 이전 논문 다음 논문 ⟩

초록

The purpose of this study was to investigate the flexural behavior of reinforced granite members in the Stone Pagoda of Mireuksa Temple Site. Flexural tests for six granite members reinforced by stainless steel bars were performed to determine the reinforcement method. Three stainless steel bars were inserted to drilled holes after injecting epoxy resin. Main parameter was the location of reinforcement. Material properties of the granite and stainless bars were obtained by uniaxial compression and tension tests, respectively. The critical stress intensity factors ($K_{Ic}$) and brittleness numbers ($N_p$) were also determined by testing. Empirical equation for the modulus of rupture was proposed as function of compressive strength. As a result, the reinforced granites showed a good strength and ductility in compared to the granite with epoxy resin. Flexural moment strength was obtained from cross-sectional analysis and four types of flexural behavior depending on the location of reinforcement were proposed in this paper.

키워드

과제정보

연구 과제 주관 기관 : 국립문화재연구소

참고문헌

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