Structural Response of Reinforced Concrete Beams Strengthened with CFRP Rod
- Title
- Structural Response of Reinforced Concrete Beams Strengthened with CFRP Rod
- Author
- 심종성
- Keywords
- anchor bolt; composite action; fatigue test; fiber reinforced polymers; flexural test
- Issue Date
- 2005-12
- Publisher
- 한국콘크리트학회
- Citation
- International Journal of Concrete Structures and Materials, v. 17, No. 6, Page. 1,085 - 1,090
- Abstract
- Rod-type fiber reinforced polymer plastics(FRPs) similar to reinforcing steel bars have rarely been considered. In this study, an experiment was performed using beams strengthened with rod-type CFRPs and high-strength mortar overlay. The test results show that the strengthened beams not only had improved endurance limits but also improved load carrying capacities, stiffness values, and cracking loads as compared to a non-strengthened beam. Strengthened beams anchored with bolts throughout their entire span had more efficient structural behaviors, including composite behavior on the interface between the concrete and mortar, and load carrying capacity, than a strengthened beam anchored only on the end block.
- URI
- http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02272124&language=ko_KRhttps://repository.hanyang.ac.kr/handle/20.500.11754/111978
- ISSN
- 1976-0485
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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