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

  • 제28권5호
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  • Pages.69-76
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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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하중조건에 따른 보통 및 Clay-ash계 경량골재 콘크리트의 열팽창변형

Thermal Strain Properties of Normal and Clay-ash Light-weight Concrete with Loading Condition

  • 투고 : 2012.02.02
  • 발행 : 2012.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

In case of concrete, it should be deformed by many factors such as explosive spalling, thermal strain and creep at high temperature. structural fire design have been proposed to predict fire damage as national standard. It is general safer to use values obtained from tests of unstressed residual test in stead of stressed test. But most of thermal properties on concrete was conducted with normal aggregate. In this study, test was conducted to evaluate stressed effect concerning normal weight and light weight concrete of 60MPa. Our experimental procedure was based on RILEM recommendation. Loading level was 0, 20 and 40 percent of compressive strength at room temperature. And thermal strain properties of concrete was carried out by 100, 200, 300, 500 and $700^{\circ}C$. Also, results can be analyzed as compare thermal strain properties at elevated temperature with CEN and CEB code.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단

참고문헌

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