Advanced Retrofitting Technologies for Unconfined Reinforced Concrete Columns: A Comprehensive Review
Subject Areas : Analysis of Structure and Earthquake
محمدرضا شکرزاده
1
,
mahdi sharifi
2
,
amir jafari
3
,
Mohamad eisa Mohamaddost
4
,
Mohammad Hesham Tahery
5
1 - Department of civil engineering, Islamic Azad University, Science and Research Branch, Tehran, Iran
2 - Department of Civil Engineering, Faculty of Engineering, University of Qom, Qom, Iran
3 - Department of Civil Engineering, Science and Research Branch, Islamic Azad Uni-versity, Tehran, Iran
4 - Department of Civil Engineering, Science and Research Branch, Islamic Azad Uni-versity, Tehran, Iran
5 - Department of Civil Engineering, Science and Research Branch, Islamic Azad Uni-versity, Tehran, Iran
Keywords: Active confinement, Passive confinement, Fiber-reinforced polymer, Shape memory alloy,
Abstract :
This paper provides a comprehensive review of advanced retrofitting technologies for reinforced concrete columns lacking lateral confinement. The primary goal is to review and analyze novel retrofitting methods presented in technical literature, evaluating their performance and outlining the advantages, limitations, and practical applications of each method. Initially, the fundamental principles and characteristics of the two main confinement approaches—active and passive—are discussed. Subsequently, conventional strengthening methods, including Fiber-Reinforced Polymer (FRP), Near-Surface Mounted (NSM) techniques, and the use of Shape Memory Alloys (SMA), are described in detail. By emphasizing hybrid approaches and presenting a comparative analysis from the perspectives of seismic performance, ductility, load-bearing capacity, and durability, this paper provides a practical framework for selecting the most suitable retrofitting strategy. The findings of this review could serve as a foundation for structural engineers’ decision-making processes in retrofitting projects.
[1] Shokrzadeh MR, Nateghi-Alahi F. Evaluation of hybrid NSM-CFRP technical bars and FRP sheets for seismic rehabilitation of a concrete bridge pier. Bridge Structures. 2022;18:75–88. https://doi.org/10.3233/BRS-290180
[2] Sharifi M, Kamali M. Evaluating the concrete tensions softening model in flexural behavior. International Journal of Civil Engineering. 2017;15(5):791–807. https://doi.org/10.1007/s40999-017-0181-z
[3] Yoo SW, Choo JF. Evaluation of the flexural behavior of composite beam with inverted-T steel girder and steel fiber reinforced ultra high performance concrete slab. Engineering Structures. 2016;118:1–11. https://doi.org/10.1016/j.engstruct.2016.03.052
[4] Shokrzadeh MR, Sharifi M, Nateghi-Alahe F. Seismic retrofitting of concrete beam-column connections: Numerical study FRP strip and NSM technique. Journal of Seismology and Earthquake Engineering. 2024;26(2):105–116. https://doi.org/10.48303/JSEE.2024.2031006.1099
[5] Feng DC, Liu ZT, Wang XD, Jiang ZM, Liang SX. Failure mode classification and bearing capacity prediction for reinforced concrete columns based on ensemble machine learning algorithm. Advanced Engineering Informatics. 2020;45:101126. https://doi.org/10.1016/j.aei.2020.101126
[6] Cantarelli CC, Flyvbjerg B, Molin EJE, van Wee B. Cost overruns in large-scale transportation infrastructure projects: Explanations and their theoretical embeddedness. European Journal of Transport and Infrastructure Research. 2010;10(1):5–18. https://doi.org/10.18757/ejtir.2010.10.1.2864
[7] Shokrzadeh MR, Nateghi-Alahe F, Sadeghian T. Cold rolling techniques in mechanical splices: Experimental investigations. International Journal of Advanced Structural Engineering. 2024;5(1):1–10. https://doi.org/10.30495/IJASE.2024.2005050.1087
[8] Shokrzadeh MR, Nateghi-Alahi F, Mansoori MR, Javadi P. The improvement of the threaded-based mechanical splice by modifying the threaded system: Study of techniques cold rolling and rotating friction welding. Journal of Building Engineering. 2023;80:107964. https://doi.org/10.1016/j.jobe.2023.107964
[9] Shokrzadeh MR, Nateghi-Alahi F. Experimental study of seismic behavior and modification of the failure region of mechanical bar splices. Sharif Journal of Civil Engineering. 2025;41(1):15–30. https://doi.org/10.24200/J30.2024.63880.3292
[10] Shokrzadeh MR. Cold rolling versus rotating friction welding techniques in mechanical splices: Study of the inelastic cyclic behavior of reinforced concrete columns. Structural Concrete. 2024;25(3):e70065. https://doi.org/10.1002/suco.70065
[11] Shokrzadeh MR, Aziminejad A, Moghaddam AS. Evaluation of various FRP strengthening configurations for RC beam-column joints. Bridge Structures. 2024;50(2):1–21. https://doi.org/10.3233/BRS-240223
[12] Makoond N, Shahnazi G, Buitrago M, Adam JM. Corner-column failure scenarios in building structures: Current knowledge and future prospects. Structures. 2023;50:123–135. https://doi.org/10.1016/j.istruc.2023.03.015
[13] Omrani Z, Amirabadi R, Sharifi M. Effect of uncertainty on the seismic behaviour of fixed pile-founded offshore platforms. Ships and Offshore Structures. 2023;18(8):789–800. https://doi.org/10.1080/17445302.2022.2109353
[14] Han T, Dong Z, Zhu H, Wu G, Zhao X. Compression behavior of concrete columns combinedly confined by FRP externally wrapped Fe-SMA strips. Engineering Structures. 2023;294:116754. https://doi.org/10.1016/j.engstruct.2023.116754
[15] Apandi NM, Ma CK, Chin CL, Awang AZ, Omar W, Rashid ASA, Zailani WWA. Preliminary pre-damaged level assessment for concrete structures: A review. Structures. 2023;54:1381–1390. https://doi.org/10.1016/j.istruc.2023.05.130
[16] Cosgun C, Turk AM, Mangir A, Cosgun T, Kiymaz G. Experimental behaviour and failure of beam-column joints with plain bars, low-strength concrete and different anchorage details. Engineering Failure Analysis. 2020;110:104247. https://doi.org/10.1016/j.engfailanal.2019.104247
[17] Ji J, Han T, Dong Z, Zhu H, Wu G, Wei Y, Soh CK. Performance of concrete columns actively strengthened with hoop confinement: A state-of-the-art review. Structures.2023;51:1100–1115. https://doi.org/10.1016/j.istruc.2023.05.038
[18] Saeed YM, Aules WA, Rad FN. Post-strengthening rapid repair of damaged RC columns using CFRP sheets for confinement and NSM-CFRP ropes for flexural strengthening. Structures. 2022;39:1225–1236. https://doi.org/10.1016/j.istruc.2022.07.073
[19] Si JH, Chen JB, Feng SY, Qiu SX. Experimental research on eccentric compression of reinforced concrete columns strengthened by prestressed PET straps and angle steel. Structures. 2021;30:456–467. https://doi.org/10.1016/j.istruc.2021.02.052
[20] Wang Q, Lv J, Lu CL, Zhu WX. Experimental study on seismic performance of square RC columns strengthened with multi-layer prestressed CFRP fabric. Journal of Building Engineering. 2022;45:103589. https://doi.org/10.1016/j.jobe.2021.103589
[21] Huang QX, Guo ZX, Chen ZC. Experimental study on axial compression performance of RC pier column strengthened by PSJ and CFRP. China Journal of Highway and Transport. 2022;35(2):1–10. https://doi.org/10.19721/j.cnki.1001-7372.2022.02.012
[22] Zhang D, Li N, Li ZX, Xie L. Experimental investigation and confinement model of composite confined concrete using steel jacket and prestressed steel hoop. Construction and Building Materials. 2020;256:119399. https://doi.org/10.1016/j.conbuildmat.2020.119399
[23] Andrawes B, Shin M, Wierschem N. Active confinement of reinforced concrete bridge columns using shape memory alloys. Journal of Bridge Engineering. 2010;15(1):81–89. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000038
[24] Zerbe L, Vieira D, Belarbi A, Senouci A. Uniaxial compressive behavior of circular concrete columns actively confined with Fe-SMA strips. Engineering Structures. 2022;254:113878. https://doi.org/10.1016/j.engstruct.2022.113878
[25] Janke L, Czaderski C, Ruth J, Motavalli M. Experiments on the residual load-bearing capacity of prestressed confined concrete columns. Engineering Structures. 2009;31(10):2247–2256. https://doi.org/10.1016/j.engstruct.2009.04.006
[26] Zhou C, Li J, Lu X. Experimental research on pre-stress loss of concrete circular columns confined with post-tensioned FRP. Journal of Tongji University. 2012;40(12):1755–1760. https://doi.org/10.3969/j.issn.0253-374x.2012.12.003
[27] Mortazavi AA, Pilakoutas K, Son KS. RC column strengthening by lateral pre-tensioning of FRP. Construction and Building Materials. 2003;17(6–7):491–497. https://doi.org/10.1016/S0950-0618(03)00046-1ASCE Library
[28] Garzón-Roca J, Ruiz-Pinilla J, Adam JM, Calderón PA. An experimental study on steel-caged RC columns subjected to axial force and bending moment. Engineering Structures. 2011;33(10):2891–2901. https://doi.org/10.1016/j.engstruct.2010.11.016
[29] Yan Z, Pantelides CP, Reaveley LD. Posttensioned FRP composite shells for concrete confinement. Journal of Composites for Construction. 2007;11(1):81–90. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(81)
[30] Zhou C, Lu X, Li H, Tian T. Experimental study on seismic behavior of circular RC columns strengthened with pre-stressed FRP strips. Earthquake Engineering and Engineering Vibration. 2013;12(4):625–642. https://doi.org/10.1007/s11803-013-0202-0
[31] Hawileh RA, Nawaz W, Abdalla JA, Saqan EI. Effect of flexural CFRP sheets on shear resistance of reinforced concrete beams. Composite Structures. 2015;122:131–138. https://doi.org/10.1016/j.compstruct.2014.12.010
[32] Wang W, Martin PR, Sheikh MN, Hadi MNS. Eccentrically loaded FRP confined concrete with different wrapping schemes. Journal of Composites for Construction. 2018;22(6):04018069. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000898
[33] Wang W, Sheikh MN, Hadi MNS, Gao D, Chen G. Behaviour of concrete-encased concrete-filled FRP tube (CCFT) columns under axial compression. Engineering Structures. 2017;150:672–685. https://doi.org/10.1016/j.engstruct.2017.05.061
[34] Wang W, Sheikh MN, Hadi MNS. Experimental study on FRP tube reinforced concrete columns under different loading conditions. Journal of Composites for Construction.2016;20(5):04016034. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000690
[35] Zhou C, A S, Qiu Y, Pan Q. Experimental investigation of axial compressive behavior of large-scale circular concrete columns confined by prestressed CFRP strips. Journal of Structural Engineering. 2019;145(4):04019015. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002351
[36] Cao Q, Lv X, Wang Y, Wu Z, Lin Z. Performance and analysis of unidirectional GFRP actively confined high-strength concrete under monotonic and cyclic axial compression. Construction and Building Materials. 2021;271:121593. https://doi.org/10.1016/j.conbuildmat.2020.121593
[37] Noroozieh E, Mansouri A. Lateral strength and ductility of reinforced concrete columns strengthened with NSM FRP rebars and FRP jacket. International Journal of Advanced Structural Engineering. 2019;11(2):195–206. https://doi.org/10.1007/s40091-019-0225-5
[38] Yao LZ, Wu G. Fiber-element modeling for seismic performance of square RC bridge columns retrofitted with NSM BFRP bars and/or BFRP sheet confinement. Journal of Composites for Construction. 2016;20(4):04016001. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000652
[39] Kent DC, Park R. Flexural members with confined concrete. Journal of the Structural Division. 1971;97(7):1969–1990. https://doi.org/10.1061/JSDEAG.0002957CORE+2CoLab+2BibSonomy+2
[40] Singh A, del Rey Castillo E, Ingham J. FRP-to-FRP bond characterization and force-based bond length model. Composite Structures. 2019;210:724–734. https://doi.org/10.1016/j.compstruct.2018.12.005
[41] Abdulla NA. A state-of-art review of materials, methods, and applications of PVC-FRP-confined concrete. Construction and Building Materials. 2023;369:129719. https://doi.org/10.1016/j.conbuildmat.2022.129719
[42] Choi E, Choi DH, Chung YS, DesRoches R. Seismic protection of lap-spliced RC columns using SMA wire jackets. Magazine of Concrete Research. 2012;64(8):673–685. https://doi.org/10.1680/macr.10.00181
[43] Micelli F, Angiuli R, Corvaglia P, Aiello MA. Passive and SMA-activated confinement of circular masonry columns with basalt and glass fibers composites. Composites Part B: Engineering. 2014;67:593–604. https://doi.org/10.1016/j.compositesb.2014.06.034
[44] Fakharifar M, Chen G, Sneed L, Dalvand A. Seismic performance of post-mainshock FRP/steel repaired RC bridge columns subjected to aftershocks. Composites Part B: Engineering. 2015;78:248–260. https://doi.org/10.1016/j.compositesb.2014.12.010