Access the full text.
Sign up today, get DeepDyve free for 14 days.
S. Gopinath, A. Murthy, Husain Patrawala (2016)
Near surface mounted strengthening of RC beams using basalt fiber reinforced polymer barsConstruction and Building Materials, 111
F. Oudah, R. El-Hacha (2012)
Fatigue behavior of RC beams strengthened with prestressed NSM CFRP rodsComposite Structures, 94
V. Lopresto, C. Leone, I. Iorio (2011)
Mechanical characterisation of basalt fibre reinforced plasticComposites Part B-engineering, 42
Hui Peng, Jian-ren Zhang, C. Cai, Yang Liu (2014)
An experimental study on reinforced concrete beams strengthened with prestressed near surface mounted CFRP stripsEngineering Structures, 79
S. El-Gamal, A. Alnuaimi, A. Al-Saidy, A. Al-Lawati (2016)
Efficiency of near surface mounted technique using fiber reinforced polymers for the flexural strengthening of RC beamsConstruction and Building Materials, 118
Belal Almassri, Amjad Kreit, F. Mahmoud, R. François (2014)
Mechanical behaviour of corroded RC beams strengthened by NSM CFRP rodsComposites Part B-engineering, 64
B. Täljsten, A. Carolin, H. Nordin (2003)
Concrete Structures Strengthened with near Surface Mounted Reinforcement of CFRPAdvances in Structural Engineering, 6
Belal Almassri, F. Mahmoud, R. François (2016)
Behaviour of corroded reinforced concrete beams repaired with NSM CFRP rods, experimental and finite element studyComposites Part B-engineering, 92
F. Al-Mahmoud, A. Castel, R. François, C. Tourneur (2009)
Strengthening of RC members with near-surface mounted CFRP rodsComposite Structures, 91
W. Qu, Xiaoliang Zhang, HaiQun Huang (2009)
Flexural Behavior of Concrete Beams Reinforced with Hybrid (GFRP and Steel) BarsJournal of Composites for Construction, 13
H. Nordin, B. Täljsten (2006)
Concrete Beams Strengthened with Prestressed Near Surface Mounted CFRPJournal of Composites for Construction, 10
Mantas Atutis, J. Valivonis, Edgaras Atutis (2018)
Experimental study of concrete beams prestressed with basalt fiber reinforced polymers. Part I: Flexural behavior and serviceabilityComposite Structures, 183
Y. Ye, Zixiong Guo, Yang Liu, Wang Lan (2014)
Flexural behavior of stone beams reinforced with prestressed NSM CFRP barsConstruction and Building Materials, 54
A. Si-Larbi, A. Agbossou, E. Ferrier, L. Michel (2012)
Strengthening RC beams with composite fiber cement plate reinforced by prestressed FRP rods: Experimental and numerical analysisComposite Structures, 94
M. Rezazadeh, Szymon Cholostiakow, R. Kotynia, J. Barros (2016)
Exploring new NSM reinforcements for the flexural strengthening of RC beams: Experimental and numerical researchComposite Structures, 141
M. Jalali, M. Sharbatdar, Jian-Fei Chen, Farshid Alaee (2012)
Shear strengthening of RC beams using innovative manually made NSM FRP barsConstruction and Building Materials, 36
Renyuan Qin, A. Zhou, Denvid Lau, Denvid Lau (2017)
Effect of reinforcement ratio on the flexural performance of hybrid FRP reinforced concrete beamsComposites Part B-engineering, 108
R. El-Hacha, M. Gaafar (2011)
Flexural Strengthening of Reinforced Concrete Beams Using Prestressed, Near-Surface-Mounted CFRP BarsPci Journal, 56
I. Sharaky, R. Reda, M. Ghanem, M. Seleem, H. Sallam (2017)
Experimental and numerical study of RC beams strengthened with bottom and side NSM GFRP bars having different end conditionsConstruction and Building Materials, 149
D. Seo, Kitae Park, Y. You, Sang-Yoon Lee (2016)
Experimental Investigation for Tensile Performance of GFRP-Steel Hybridized RebarAdvances in Materials Science and Engineering, 2016
R. Reda, I. Sharaky, M. Ghanem, M. Seleem, H. Sallam (2016)
Flexural behavior of RC beams strengthened by NSM GFRP Bars having different end conditionsComposite Structures, 147
M. Aslam, P. Shafigh, M. Jumaat, S.N.R. Shah (2015)
Strengthening of RC beams using prestressed fiber reinforced polymers – A reviewConstruction and Building Materials, 82
G. Al-Bayati, R. Al-Mahaidi, R. Kalfat (2016)
Experimental investigation into the use of NSM FRP to increase the torsional resistance of RC beams using epoxy resins and cement-based adhesivesConstruction and Building Materials, 124
(2013)
Code for design of strengthening concrete structures
M. Chellapandian, S. Prakash, Akanshu Sharma (2017)
Strength and ductility of innovative hybrid NSM reinforced and FRP confined short RC columns under axial compressionComposite Structures, 176
M. Badawi, K. Soudki (2009)
Flexural strengthening of RC beams with prestressed NSM CFRP rods – Experimental and analytical investigationConstruction and Building Materials, 23
I. Sharaky, L. Torres, J. Comas, C. Barris (2014)
Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) barsComposite Structures, 109
Heeyoung Lee, W. Jung, Wonseok Chung (2017)
Flexural strengthening of reinforced concrete beams with pre-stressed near surface mounted CFRP systemsComposite Structures, 163
Wenjie Ge, Ji-wen Zhang, D. Cao, Yongming Tu (2015)
Flexural behaviors of hybrid concrete beams reinforced with BFRP bars and steel barsConstruction and Building Materials, 87
Q. Cao, Jianpu Zhou, Rongxiong Gao, Z. Ma (2017)
Flexural behavior of expansive concrete beams reinforced with hybrid CFRP enclosure and steel rebarsConstruction and Building Materials, 150
Fibre-reinforced polymer bars have been widely used for strengthening concrete members due to their high strength, light weight and strong corrosion resistance. A near-surface mounted strengthening system has been adopted to protect the fibre-reinforced polymer bars from external hazards. To make up the lower stiffness and ductility of fibre-reinforced polymer bar compared to steel rebar, this study proposed to use a pre-stressed near-surface mounted steel–basalt-fibre-reinforced polymer composite bar. The steel–basalt-fibre-reinforced polymer composite bar is manufactured through wrapping a steel rod by a basalt-fibre-reinforced polymer cover. A total of nine reinforced concrete beams, including one control or calibration and eight others strengthened by pre-stressed near-surface mounted steel–basalt-fibre-reinforced polymer composite bars, are fabricated and tested. Results show that the proposed steel–basalt-fibre-reinforced polymer composite bar strengthening method can improve both the strength and ductility of the reinforced concrete beams. Pre-stressing of the steel–basalt-fibre-reinforced polymer composite bars further increases substantially the beams’ load-carrying capacity by restraining crack propagation in concrete. Standard-based load analysis correctly predicts the cracking load, however, underestimates the ultimate strength of the beams. Finite element method modelling is conducted to provide a more effective load-carrying capacity prediction and a case study is carried out with regard to the amount of the strengthening steel–basalt-fibre-reinforced polymer composite bars.
Advances in Structural Engineering – SAGE
Published: Apr 1, 2020
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.