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A Safety Analysis on the Fire Endurance of Concrete Structures

화재에 대한 콘크리트구조물의 안전성 해석

  • Bang, Myung-Seok (Department of Safety Engineering, Chungju National University)
  • 방명석 (충주대학교 안전공학과)
  • Received : 2011.03.01
  • Accepted : 2011.06.09
  • Published : 2011.06.30

Abstract

Fire disasters have frequently happened in concrete structures, which resulted in severe structural damages and unsafety. In this case, the method which had evaluated the safety of damaged structures was often unaccepted from most of stakeholders and engineers. The objective of this study is to develope the procedure and method to be able to determine the safety. Numerical simulation was applied to produce the maximum temperature and temperature distribution. Nextly, temperature propagation analysis was performed to plot temperature gradients at each depth and location. The material strength curve versus temperature was applied to determine the safety of concrete structures damaged by fire. The maximum temperature should be calibrated considering real fire records ; magnitude, intensity, situation etc. The results shows that the selected procedure and method was applicable and practical.

Keywords

References

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