Skip to main content
Log in

Efficiency of CFRP strips as a substitute for carbon steel stirrups in RC columns

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

It has been shown that the corrosion of the reinforcing bar can significantly affect the strength and ductility of concrete structures. This study proposed the use of CFRP strips as a substitute for carbon steel stirrups in RC columns to decrease the effects of corrosion. An experimental program comprising of four columns was employed to investigate the cyclic response of RC columns transversely reinforced by CFRP strips. All columns had similar material properties and reinforcement ratios, but their transverse reinforcements were different. The obtained results showed that the RC columns transversely reinforced by CFRP strips had a larger ultimate load and effective yield strength when compared with the reference column that was transversely reinforced by carbon steel. Besides, the stiffness degradation rate of CFRP confined columns was slower, and they were able to dissipate more energy when compared with the reference column. The columns confined with CFRP strips also exhibited a slightly larger displacement ductility ratio.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

Availability of data and material

The data of this study can be released based on requests.

References

  1. Zhou H, Xu Y, Peng Y, Liang X, Li D, Xing F (2020) Partially corroded reinforced concrete piers under axial compression and cyclic loading: an experimental study. Eng Struct 203:109880. https://doi.org/10.1016/j.engstruct.2019.109880

    Article  Google Scholar 

  2. Cavaco ES, Bastos A, Santos F (2017) Effects of corrosion on the behaviour of precast concrete floor systems. Constr Build Mater 145:411–418. https://doi.org/10.1016/j.conbuildmat.2017.04.044

    Article  Google Scholar 

  3. Bossio A, Fabbrocino F, Monetta T, Lignola GP, Prota A, Manfredi G, Bellucci F (2019) Corrosion effects on seismic capacity of reinforced concrete structures. Corros Rev 37:45–56. https://doi.org/10.1515/corrrev-2018-0044

    Article  Google Scholar 

  4. Cui F, Zhang H, Ghosn M, Xu Y (2018) Seismic fragility analysis of deteriorating RC bridge substructures subject to marine chloride-induced corrosion. Eng Struct 155:61–72. https://doi.org/10.1016/j.engstruct.2017.10.067

    Article  Google Scholar 

  5. Ge X, Dietz MS, Alexander NA, Kashani MM (2020) Nonlinear dynamic behaviour of severely corroded reinforced concrete columns: shaking table study. Bull Earthq Eng 18:1417–1443. https://doi.org/10.1007/s10518-019-00749-3

    Article  Google Scholar 

  6. Guo X, Zhang C (2019) Seismic fragility analysis of corroded chimney structures. J Perform Constr Facil 33:04018087. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001241

    Article  Google Scholar 

  7. Jia J, Zhao L, Wu S, Wang X, Bai Y, Wei Y (2020) Experimental investigation on the seismic performance of low-level corroded and retrofitted reinforced concrete bridge columns with CFRP fabric. Eng Struct 209:110225. https://doi.org/10.1016/j.engstruct.2020.110225

    Article  Google Scholar 

  8. El-Joukhadar N, Tsiotsias K, Pantazopoulou S (2019) Consideration of the state of corrosion in seismic assessment of columns. Int J Struct Integr. https://doi.org/10.1108/IJSI-07-2019-0065

    Article  Google Scholar 

  9. Hu M, Han Q, Xu K, Du X (2019) Impact of corrosion on cyclic behaviors of ultra-high-strength reinforcing bars. Constr Build Mater 209:606–618. https://doi.org/10.1016/j.conbuildmat.2019.03.182

    Article  Google Scholar 

  10. Goksu C, Inci P, Ilki A (2016) Effect of corrosion on bond mechanism between extremely low-strength concrete and plain reinforcing bars. J Perform Constr Facil 30:04015055. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000811

    Article  Google Scholar 

  11. Franco N, Biscaia H, Chastre C (2018) Experimental and numerical analyses of flexurally-strengthened concrete T-beams with stainless steel. Eng Struct 172:981–996. https://doi.org/10.1016/j.engstruct.2018.06.077

    Article  Google Scholar 

  12. Franco N, Chastre C, Biscaia H (2020) Strengthening RC beams using stainless steel continuous reinforcement embedded at ends. J Struct Eng 146:04020065. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002606

    Article  Google Scholar 

  13. Alih S, Khelil A (2012) Behavior of inoxydable steel and their performance as reinforcement bars in concrete beam: experimental and nonlinear finite element analysis. Constr Build Mater 37:481–492. https://doi.org/10.1016/j.conbuildmat.2012.07.038

    Article  Google Scholar 

  14. Zeng J, Guo Y, Gao W, Li J, Xie J (2017) Behavior of partially and fully FRP-confined circularized square columns under axial compression. Constr Build Mater 152:319–332. https://doi.org/10.1016/j.conbuildmat.2017.06.152

    Article  Google Scholar 

  15. Sayed AM, Wang X, Wu Z (2014) Finite element modeling of the shear capacity of RC beams strengthened with FRP sheets by considering different failure modes. Constr Build Mater 59:169–179. https://doi.org/10.1016/j.conbuildmat.2014.02.044

    Article  Google Scholar 

  16. Wan B, Jiang C, Wu Y (2018) Effect of defects in externally bonded FRP reinforced concrete concrete substrate. Constr Build Mater 172:63–76. https://doi.org/10.1016/j.conbuildmat.2018.03.217

    Article  Google Scholar 

  17. Cao Q, Li H, Lin Z (2019) Study on the active confinement of GFRP-confined expansive concrete under axial compression. Constr Build Mater 227:116683. https://doi.org/10.1016/j.conbuildmat.2019.116683

    Article  Google Scholar 

  18. Saljoughian A, Mostofinejad D (2020) Behavior of RC columns confined with CFRP using CSB method under cyclic axial compression. Constr Build Mater 235:117786. https://doi.org/10.1016/j.conbuildmat.2019.117786

    Article  Google Scholar 

  19. Xu Y, Huang J (2020) Cyclic performance of corroded reinforced concrete short columns strengthened using carbon fiber-reinforced polymer. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2020.118548

    Article  Google Scholar 

  20. Petkune N, Donchev T, Hadavinia H, Wertheim D, Limbachiya M (2018) Comparison of the behaviour of steel, pure FRP and hybrid shear walls under cyclic seismic loading in aspect of stiffness degradation and energy absorption. Constr Build Mater 165:621–630. https://doi.org/10.1016/j.conbuildmat.2017.12.013

    Article  Google Scholar 

  21. Triantafyllou GG, Rousakis TC, Karabinis AI (2017) Analytical assessment of the bearing capacity of RC beams with corroded steel bars beyond concrete cover cracking. Compos Part B Eng 119:132–140. https://doi.org/10.1016/j.compositesb.2017.03.036

    Article  Google Scholar 

  22. Tastani SP, Pantazopoulou SJ (2004) Experimental evaluation of FRP jackets in upgrading RC corroded columns with substandard detailing. Eng Struct 26:817–829. https://doi.org/10.1016/j.engstruct.2004.02.003

    Article  Google Scholar 

  23. Pantazopoulou SJ, Bonacci JF, Sheikh S, Thomas MDA, Hearn N (2001) Repair of corrosion-damaged columns with FRP wraps. J Compos Constr 5:3–11. https://doi.org/10.1061/(ASCE)1090-0268(2001)5:1(3)

    Article  Google Scholar 

  24. Kalyoncuoglu A, Ghaffari P, Goksu C, Ilki A (2013) Rehabilitation of corrosion-damaged substandard RC columns using FRP sheets. Adv Mater Res 639–640:1096–1103. https://doi.org/10.4028/www.scientific.net/AMR.639-640.1096

    Article  Google Scholar 

  25. Mohammed AA, Manalo AC, Maranan GB, Zhuge Y, Vijay PV, Pettigrew J (2019) Behavior of damaged concrete columns repaired with novel FRP jacket. J Compos Constr 23:04019013. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000942

    Article  Google Scholar 

  26. Zhou Y, Chen X, Wang X, Sui L, Huang X, Guo M, Hu B (2020) Seismic performance of large rupture strain FRP retrofitted RC columns with corroded steel reinforcement. Eng Struct 216:110744. https://doi.org/10.1016/j.engstruct.2020.110744

    Article  Google Scholar 

  27. Othman ZS, Mohammad AH (2019) Behaviour of eccentric concrete columns reinforced with carbon fibre-reinforced polymer bars. Adv Civ Eng. https://doi.org/10.1155/2019/1769212

    Article  Google Scholar 

  28. Afifi MZ, Mohamed HM, Benmokrane B (2014) Strength and axial behavior of circular concrete columns reinforced with CFRP bars and spirals. J Compos Constr 18:04013035. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000430

    Article  Google Scholar 

  29. Afifi MZ, Mohamed HM, Benmokrane B (2014) Axial capacity of circular concrete columns reinforced with GFRP bars and spirals. J Compos Constr 18:04013017. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000438

    Article  Google Scholar 

  30. Salah-Eldin A, Mohamed HM, Benmokrane B (2019) Axial-flexural performance of high-strength-concrete bridge compression members reinforced with basalt-FRP bars and ties: experimental and theoretical investigation. J Bridge Eng 24:04019069. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001448

    Article  Google Scholar 

  31. AlAjarmeh OS, Manalo AC, Benmokrane B, Karunasena W, Mendis P, Nguyen KTQ (2019) Compressive behavior of axially loaded circular hollow concrete columns reinforced with GFRP bars and spirals. Constr Build Mater 194:12–23. https://doi.org/10.1016/j.conbuildmat.2018.11.016

    Article  Google Scholar 

  32. Mohamed HM, Afifi MZ, Benmokrane B (2014) Performance evaluation of concrete columns reinforced longitudinally with FRP bars and confined with FRP hoops and spirals under axial load. J Bridge Eng 19:04014020. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000590

    Article  Google Scholar 

  33. El-Gamal S, AlShareedah O (2020) Behavior of axially loaded low strength concrete columns reinforced with GFRP bars and spirals. Eng Struct 216:110732. https://doi.org/10.1016/j.engstruct.2020.110732

    Article  Google Scholar 

  34. Kharal Z, Sheikh SA (2020) Seismic behavior of square and circular concrete columns with GFRP reinforcement. J Compos Constr 24:04019059. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000988

    Article  Google Scholar 

  35. Chen W-F, Duan L (2014) Bridge engineering handbook. Fundamentals. n.d. https://www.crcpress.com/Bridge-Engineering-Handbook-Fundamentals/Chen-Duan/p/book/9781439852071. Accessed 15 Dec 2018

  36. Jarrah M, Najafabadi EP, Khaneghahi MH, Oskouei AV (2018) The effect of elevated temperatures on the tensile performance of GFRP and CFRP sheets. Constr Build Mater 190:38–52

    Article  Google Scholar 

  37. Zhang HY, Lv HR, Kodur V, Qi SL (2018) Comporative fire behavior of geopolymer and epoxy resin bonded fiber sheet strengthened RC beams. Eng Struct 155:222–234

    Article  Google Scholar 

  38. Li Y, Liu X, Wu M (2017) Mechanical properties of FRP-strengthened concrete at elevated temperature. Constr Build Mater 134:424–432. https://doi.org/10.1016/j.conbuildmat.2016.12.148

    Article  Google Scholar 

  39. Maljaee H, Ghiassi B, Lourenço PB, Oliveira DV (2016) Moisture-induced degradation of interfacial bond in FRP-strengthened masonry. Compos Part B Eng 87:47–58. https://doi.org/10.1016/j.compositesb.2015.10.022

    Article  Google Scholar 

  40. De Lorenzis A, Miller L, Nanni B (2001) Bond of fiber-reinforced polymer laminates to concrete. ACI Mater J 98:256–264

    Google Scholar 

  41. Triantafyllidis Z, Bisby LA (2020) Fibre-reinforced intumescent fire protection coatings as a confining material for concrete columns. Constr Build Mater 231:117085. https://doi.org/10.1016/j.conbuildmat.2019.117085

    Article  Google Scholar 

  42. Ji G, Li G, Alaywan W (2013) A new fire resistant FRP for externally bonded concrete repair. Constr Build Mater 42:87–96. https://doi.org/10.1016/j.conbuildmat.2013.01.008

    Article  Google Scholar 

  43. Chen C, Li X, Wang X, Sui L, Xing F, Li D, Zhou Y (2019) Effect of transverse groove on bond behavior of FRP-concrete interface: experimental study, image analysis and design. Compos Part B 161:205–219

    Article  Google Scholar 

  44. Wang F, Li M, Hu S (2014) Bond behavior of roughing FRP sheet bonded to concrete substrate. Constr Build Mater 73:145–152

    Article  Google Scholar 

  45. Ma G, Chen X, Yan L, Hwang H-J (2020) Monotonic and cyclic axial compressive properties and modeling of basalt FRP-retrofitted predamaged short columns. J Compos Constr 24:04020023. https://doi.org/10.1061/(ASCE)CC.1943-5614.0001034

    Article  Google Scholar 

  46. Ferracuti B, Savoia M, Zucconi M (2020) RC frame structures retrofitted by FRP-wrapping: a model for columns under axial loading and cyclic bending. Eng Struct 207:110243. https://doi.org/10.1016/j.engstruct.2020.110243

    Article  Google Scholar 

  47. Anagnostou E, Rousakis TC, Karabinis AI (2019) Seismic retrofitting of damaged RC columns with lap-spliced bars using FRP sheets. Compos Part B Eng 166:598–612. https://doi.org/10.1016/j.compositesb.2019.02.018

    Article  Google Scholar 

  48. Zhang G, Li B (2014) The corrosion of stirrups and its effect on the seismic fragility of a corroded reinforced concrete (RC) column. Risk Anal 9:331–342. https://doi.org/10.2495/risk140281

    Article  Google Scholar 

  49. Luo X, Cheng J, Xiang P, Long H (2020) Seismic behavior of corroded reinforced concrete column joints under low-cyclic repeated loading. Arch Civ Mech Eng 20:1–20. https://doi.org/10.1007/s43452-020-00043-z

    Article  Google Scholar 

  50. ASTM D3039/D3039M-00 (2000) Standard test method for tensile properties of polymer matrix composite materials. In: American Society for Testing and Materials, Philadelphia

  51. ASTM A370-18 (2018) Standard test methods and definitions for mechanical testing of steel products. In: ASTM International, West Conshohocken, PA

  52. ASTM C39/C39M-11 (2011) Standard test method for compressive strength of cylindrical concrete specimens. In: ASTM International, West Conshohocken, PA. www.astm.org, n.d. https://www.astm.org/DATABASE.CART/HISTORICAL/C39C39M-11.htm. Accessed 27 July 2020

  53. FEMA 461 (2007) Interim testing protocols for structural and nonstructural performance characteristics of determining the seismic components. Redwood City, California

  54. Ibrahim AI, Wu G, Sun ZY (2017) Experimental study of cyclic behavior of concrete bridge columns reinforced by steel basalt-fiber composite bars and hybrid stirrups. J Compos Constr 21:1–14. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000742

    Article  Google Scholar 

  55. Vafaei M, Baniahmadi M, Alih SC (2019) The relative importance of strong column-weak beam design concept in the single-story RC frames. Eng Struct 185:159–170. https://doi.org/10.1016/J.ENGSTRUCT.2019.01.126

    Article  Google Scholar 

  56. American Society of Civil Engineers (ASCE) (2000) FEMA 356 prestandard and commentary for the seismic rehabilitation of building. Reston, Virginia

Download references

Acknowledgements

The authors would like to thank the provided supports by Universiti Teknologi Malayisa (UTM) specially UTM’s structural lab technicians.

Funding

This study was financially support from the Ministry of Higher Education of Malaysia through the RUG votes of 16J24 and 4L705.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mohammadreza Vafaei.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interests.

Code availability

Not applicable.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Abdul Halim, N.H.F., C. Alih, S. & Vafaei, M. Efficiency of CFRP strips as a substitute for carbon steel stirrups in RC columns. Mater Struct 53, 129 (2020). https://doi.org/10.1617/s11527-020-01566-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-020-01566-w

Keywords

Navigation