An Experimental Study on the Residual Compressive Strength Characteristics of Concrete Exposed to High Temperature

고온에 노출된 콘크리트의 잔류압축강도특성에 관한 연구

  • 오병환 (서울대학교 토목공학과) ;
  • 한승환 (서울대학교 토목공학과 대학원) ;
  • 조재열 (서울대학교 토목공학과 대학원) ;
  • 이성규 (한국원자력안전기술원)
  • Published : 1994.10.01

Abstract

The influence of elevated temperatures on the mechanical properties of concrete is important for fire-resistance studies and also for understanding the behavior of containment vessel, such as nuclear reactor pressure vessels, during service and ultimate condition. The present study is to clarify the damage/deterioration of concrete structures that are subjected to high temperature exposure. To this end, comprehensive experiments are conducted. The major test variables are the peak temperatures, rate of temperature increase, and sustained duration at peak temperature. The results include weight loss residual compressive strength and stress-strain curve. From those results, residua compressive strength formula and stress-strain relationship are proposed.

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