Journal of the Korea Academia-Industrial cooperation Society (한국산학기술학회논문지)

The Korea Academia-Industrial cooperation Society (한국산학기술학회)
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Flexural Behavior of Reinforced Concrete Beams Considering Steel Corrosion

철근의 부식을 고려한 RC보의 휨파괴 거동

  • Received : 2014.01.21
  • Accepted : 2014.05.08
  • Published : 2014.05.31
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Abstract

This paper presents experimental and analytical research results to predict nonlinear flexural behavior of corroded reinforced concrete beams. For this purpose, a series of test and an analytical simulation using the Maaddawy's model were carried. Test specimens of total 12 RC beams were placed in accelerated corrosion status using salt water spray test chamber for 5 months and 10 months, after they were preloaded up to 30% and 60% of the maximum load corresponding to nominal flexural strength. The test results showed that flexural strength and ductility decreased to 5.4% and 43% at the most respectively due to breakdown of bond at the steel-concrete interface. Comparative study between the analytical predictions and the experimental results showed that the Maaddawy's model can be applied to predict a real corroded RC flexural members.

본 논문에서는 철근의 부식을 고려한 철근콘크리트(RC)보의 휨파괴거동을 규명하기 위하여 수행한 일련의 3점휨 파괴시험 및 해석적 연구 결과를 제시하였다. 실험적 연구를 위하여 총12개의 시편보를 제작하였으며, 염수분무시험 챔버를 이용하여 10개월간 촉진부식토록 하였다. 철근부식에 미치는 균열의 영향을 분석하기 위하여 일부 시험체를 공칭휨강도의 30% 와 60%에 해당하는 최대하중으로 미리 하중을 가한 후 염소분무 시험챔버에 보관하였다. 재령 5개월 및 10월에 각각 휨파괴시험을 실시하였으며 최대하중과 하중-처짐곡선을 측정하였다. 실험결과 철근의 부식정도에 따라 철근과 콘크리트간의 부착력 손실이 발생하고 그에 기인하여 휨강도는 최대 5.4%, 연성도는 최대 43%의 저하가 발생하여 철근의 부식이 최대 하중 보다 연성도에 미치는 영향이 큰 것으로 나타났다. 한편, Maaddawy의 해석적 모델을 이용한 수치해석결과 철근의 부식을 고려한 RC보의 휨파괴거동을 상당부분 잘 묘사할 수 있는 것으로 나타났다.

Keywords

References

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