Evaluation of Concrete Structures Reinforced with Fiber Reinforced Polymers Bars: A Review
Vol. 7 No. 5 (2017), Articles
Vol. 7 No. 5 (2017)

Evaluation of Concrete Structures Reinforced with Fiber Reinforced Polymers Bars: A Review

https://doi.org/10.18488/journal.2.2017.75.165.175
Masoud Abedini
Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, UKM Bangi, Selangor, Malaysia.
Ebrahim Akhlaghi
Department of Architecture, Azad University of Mahshahr, Iran
Javad Mehrmashhadi
Department of Mechanic and Material, University of Nebraska, Lincoln
Mohamed H Mussa
Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, UKM Bangi, Selangor, Malaysia.
Mohammad Ansari
Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, UKM Bangi, Selangor, Malaysia.
Tohid Momeni
Department of Civil Engineering, Arak University, Iran
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Keywords

Reinforced concrete, Corrosion resistance, Fiber reinforced polymer, Tensile strength, Modulus of elasticity, Numerical study

How to Cite

Abedini, M. ., Akhlaghi, E. ., Mehrmashhadi, J. ., Mussa, M. H., Ansari, M. ., & Momeni, T. . (2017). Evaluation of Concrete Structures Reinforced with Fiber Reinforced Polymers Bars: A Review. Journal of Asian Scientific Research, 7(5), 165–175. https://doi.org/10.18488/journal.2.2017.75.165.175
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Abstract

The behavior of concrete members reinforced with fiber reinforced polymer (FRP) bars has been the focus of many studies in recent years due to their excellent corrosion resistance, high tensile strength, and good non-magnetization properties. However, the low modulus of elasticity of the FRP materials and their non-yielding characteristics results in large deflection and wide cracks in FRP reinforced concrete members. This review was focusing in different behavior of FRP bars in reinforced concrete (RC) structures. Data and information collected in this review were gathered from the experimental, numerical and analytical studies from previous researches.

https://doi.org/10.18488/journal.2.2017.75.165.175
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