콘크리트학회논문집 (Journal of the Korea Concrete Institute)

  • 제25권1호
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  • Pages.45-51
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  • 2013
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  • 1229-5515(pISSN)
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  • 2234-2842(eISSN)
한국콘크리트학회 (Korea Concrete Institute)
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FRP 보강근의 계면전단강도에 대한 임계온도와 노출시간의 영향

Critical Temperature for Inter-Laminar Shear Strength and Effect of Exposure Time of FRP Rebars

  • 문도영 (경성대학교 토목공학과)
  • 투고 : 2012.08.04
  • 심사 : 2012.10.25
  • 발행 : 2013.02.28
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초록

고온에 노출된 GFRP와 CFRP 보강근의 단지간보 실험을 통해 계면전단강도를 측정하였다. 1차 실험으로서, 노출시간과 온도를 변수로 하였으며, 적용된 고온 조건하에서 강도의 변화를 고찰하였으다. 1차 실험의 결과로부터 두가지 보강근에 대하여 임계온도가 $270^{\circ}C$로 동일한 것을 확인하였다. 이 연구에서 임계온도는 상온에서의 계면전단강도의 50%의 손실을 발생시키는 온도로 정의하였다. 계면전단강도에 대한 임계온도는 섬유의 종류가 아닌 레진이 성능에 지배된다는 것이다. 2차 실험에서는 임계온도하에서 0.25시간의 간격으로 노출시간에 대한 영향을 고찰하였다. 모든 실험 결과로부터, 노출시간의 영향은 노출온도에 비하여 그 영향이 크진 않지만 무시할 정도는 아닌 것으로 나타났다. 더욱이, 그 영향은 임계온도하에서 매우 중대함을 확인하였다.

Short beam tests of GFRP and CFRP specimens exposed to high temperature were conducted to measure the inter-laminar shear strength. For the phase I test, the exposure time and temperature were varied to measure reduction in the strength due to the applied conditions. As a results, the critical temperature was found to $270^{\circ}C$ for the both FRP reinforcements. The high temperature, which causes 50% loss of inter-laminar shear strength, is defined as the critical temperature in this study. It should be noted that the critical temperature for the inter-laminar shear strength is mainly dependent on resin properties not on fiber type. In the phase II test, the effect of exposure time was investigated at intervals of 0.25hour for the critical temperature. All test results demonstrate that the exposure time effect is not significant compared to the maximum exposure temperature, but it is not negligible and, moreover, is significant at the critical temperature.

키워드

참고문헌

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피인용 문헌

  1. Bond Capacity of Near-Surface-Mounted CFRP Plate to Concrete Under Various Temperatures vol.17, pp.4, 2013, https://doi.org/10.11112/jksmi.2013.17.4.075
  2. Prediction of Long-term Residual Inter-laminar Shear Strength of Thermally Damaged GFRP Rebar vol.18, pp.3, 2014, https://doi.org/10.11112/jksmi.2014.18.3.108
  3. Evaluation on the Thermal Resistance Capacity of Fire Proof Materials for Improving Fire Resistance of Near-Surface-Mounted FRP in Concrete vol.18, pp.5, 2014, https://doi.org/10.11112/jksmi.2014.18.5.051