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온도 변화에 따른 FRP Plate 보강콘크리트 부재의 부착성능

Bond Capacity of FRP Plate Bonded to Concrete under Temperature Load

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

Recently, retrofits by using fiber reinforced polymer (FRP) have been widely performed for strengthening of reinforced concrete structure. However, in spite of the weakness of FRP for fire, the research result of it is not enough for practical use. In korea, fire is most frequent disaster which occurs in building. This means the improved structural capacity of building by a retrofit with FRP may be lost by fire if the FRP was not properly protected from it. This paper present a fire test of concrete block reinforced by FRP. From the test, it was found that the bond capacity of FRP attached to concrete decreased from temperature loading of 65℃.

저자
  • 김정훈(한국교통대학교 건축공학과 석사과정,) | Kim, Jeong-Hun
  • 서수연(한국교통대학교 건축공학과 교수) | Seo, Soo Yeon Corresponding Author
  • 연제영(한국교통대학교 건축공학과 석사과정) | Yeon, Jea Young
  • 이승준(한국교통대학교 건축공학과 석사과정) | Lee, Seung Jun
  • 전수민(한국교통대학교 건축공학과 석사과정) | Jeon, Su Min