Rehabilitation of existing steel structure attached to a steel because cross-section is generally raising. But when the area of reinforcement increases, also increases the weight of steel can cause degradation of the operations. In addition, welding process cause discomfort which due to the interference of other process. To replace the existing method, there are researches and applications for civil steel structures on the outside. In this study, bond performance of FRP and Steel were tested to reinforce steel structures by using AFRP as well as CFRP.

ABSTRACT
 1. 서 론
  1.1 연구 배경 및 목적
  1.2 기존 연구
 2. 부착성능시험
  2.1 소재
  2.2 시험방법
  2.3 시험결과
 3. 결 론
 참고 문헌

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• 최성모(서울시립대학교 건축학부) | Choi Sung-Mo