Flexural behavior of concrete beam reinforced with steel and FRP re-bars
- Authors
- Nam, J.H.; Lee, S.; Yoon, S.J.; Jang, W.S.; Cho, S.K.
- Issue Date
- 2006
- Publisher
- Trans Tech Publications Ltd
- Keywords
- Experiment; Flexural behavior; FRP composites; Reinforcement; Repair
- Citation
- Key Engineering Materials, v.306-308 II, pp.1367 - 1372
- Journal Title
- Key Engineering Materials
- Volume
- 306-308 II
- Start Page
- 1367
- End Page
- 1372
- URI
- https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/25006
- DOI
- 10.4028/0-87849-989-x.1367
- ISSN
- 1013-9826
- Abstract
- FRP composite materials are widely applicable in the construction industries as a load-bearing structural element or a reinforcing and/or repairing materials for the concrete. In this paper, we presented the flexural behavior of steel reinforced concrete beams reinforced with FRP re-bars manufactured by different fibers but the same vinylester resin. Experimental investigation pertaining to the load-deflection and load-strain characteristics of steel reinforced concrete beams reinforced with FRP re-bars with garnet coated surface is presented and the theoretical prediction is also conducted. In the investigation, the effects of FRP re-bar reinforcement in addition to the steel reinforcement are estimated, The experimental results are compared with theoretical predictions. Good agreements are observed.
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