Nonlinear Analysis of Concrete Structure at Extremely Low Temperature

극저온 물성을 고러한 콘크리트 구조물의 비선형 해석

  • 곽효경 (한국과학기술원 토목공학과) ;
  • 송종영 (한국과학기술원 토목공학과) ;
  • 이병국 (한국과학기술원 토목공학과) ;
  • 이광모 (한국과학기술원 토목공학과)
  • Published : 2000.10.01

Abstract

A brief review of previous studies on the behaviour of concrete at extremely low temperature is presented in this paper. In addition, to describe temperature dependent behaviour of concrete, simple piecewise linear stress-strain relation is introduced. The proposed curve shows good agreement with experimental stress-strain curves at various temperature conditions. Moreover, numerical analyses for two PC beams are conducted to verify the influence of extremely low temperature to the structural behaviour.

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