American Journal of Civil Engineering
Volume 3, Issue 2-2, March 2015, Pages: 38-43
Received: Jan. 21, 2015;
Accepted: Jan. 22, 2015;
Published: Mar. 24, 2015
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Seyyed Mohammad Banijamali, Dept. of Civil Engineering, Ferdowsi University of Mashhad (FUM), Mashhad, Iran
Mohammad Reza Esfahani, Dept. of Civil Engineering, Ferdowsi University of Mashhad (FUM), Mashhad, Iran
Shoeib Nosratollahi, Dept. of Civil Engineering, University of Sistan and Baluchestan (USB), Zahedan, Iran
Mohammad Reza Sohrabi, Dept. of Civil Engineering, University of Sistan and Baluchestan (USB), Zahedan, Iran
Seyyed Roohollah Mousavi, Dept. of Civil Engineering, University of Sistan and Baluchestan (USB), Zahedan, Iran
Several methods have been invented for flexural strengthening of RC beams using the FRP materials in recent years. These techniques are categorized into two main groups: Externally Bonded Reinforcement (EBR) techniques and Near Surface Mounted (NSM) techniques. The EBR family contains EBR (with conventional surface preparation), EBROG, EBRIG, MF-EBR, HOLING methods. The NSM family contains NSM-FRP Rods, NSM-FRP Sheets, NSM-MMFRP Rods methods. The EBR family techniques Despite the ease of implementation have weaknesses such as vulnerability against sever environmental conditions. Although the NSM techniques, have longer installation time than the EBR family techniques but in these methods the strengthening materials are greatly protected against the environmental effects. In this paper, the various techniques for flexural strengthening of RC members from both the EBR and NSM families have been fully described and advantages and disadvantages of each technique have been discussed.
Seyyed Mohammad Banijamali,
Mohammad Reza Esfahani,
Mohammad Reza Sohrabi,
Seyyed Roohollah Mousavi,
Reviewing the FRP Strengthening Systems, American Journal of Civil Engineering. Special Issue: Research and Practices of Civil Engineering in Developing Countries.
Vol. 3, No. 2-2,
2015, pp. 38-43.
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