State of the art review: Flexural Strengthening of reinforced and pre-stressed concrete beams using Fiber reinforced polymers | ||||
ERJ. Engineering Research Journal | ||||
Article 5, Volume 42, Issue 2, April 2019, Page 115-124 PDF (1.54 MB) | ||||
Document Type: Original Article | ||||
DOI: 10.21608/erjm.2019.66276 | ||||
View on SCiNiTO | ||||
Authors | ||||
A. Y. Soror1; M. A. Tayel2; K. M. Heiza3 | ||||
1MS Candidate at Department of Civil Engineering, Faculty of Engineering, Menoufia University, Egypt. | ||||
2Professor of Reinforced Concrete Structures at Department of Civil Engineering, Faculty of Engineering, Menoufia University, Egypt | ||||
3Professor of Reinforced Concrete Structures and Vice Dean for Community Services and Environmental Development at Faculty of Engineering, Menoufia University, Egypt. | ||||
Abstract | ||||
All over the world the concrete structure elements require rehabilitation or strengthening at certain times due to different reasons as Errors in planning or construction, increasing the service loads and others. In the last few decades the common material used for strengthening of concrete structural elements was fibre reinforced polymers FRP due to it`s High strength-to-density ratio, high levels of stiffness and chemical resistance. This paper presents the different techniques of strengthening of reinforced and pre-stressed concrete structural elements using FRP materials, the procedures of strengthening as surface preparation, adhesive curing and discuss the different modes of failures. This technique eliminates or reduces the crack width and growth rate, delay initial cracking, increase the flexural stiffness deflection and extend the fatigue life of RC beams. The best strengthening option in this case is pre-stressed carbon fibre reinforced polymer (CFRP). | ||||
Keywords | ||||
Pre-stressed; reinforced concrete beams; Flexural Strengthening; Near-surface mounted; Fiber reinforced polymers; Failure modes | ||||
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