DOI: https://doi.org/10.14710/teknik.v46i3.70449

Concrete Jacketing for Strength Enhancement of Square Columns in Corroded Reinforced Concrete Structures

*Zahra Amalia orcid scopus  -  Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala, Jl. Syech Abdurrauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111, Indonesia
Mahlil Mahlil  -  Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala, Jl. Syech Abdurrauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111, Indonesia
Adrian Ulza  -  Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala, Jl. Syech Abdurrauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111, Indonesia
Taufiq Saidi  -  Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala, Jl. Syech Abdurrauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111, Indonesia
Teuku Budi Aulia  -  Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala, Jl. Syech Abdurrauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111, Indonesia
Cut Nella Asyifa  -  Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala, Jl. Syech Abdurrauf No.7, Kopelma Darussalam, Kec. Syiah Kuala, Kota Banda Aceh, Aceh 23111, Indonesia
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Abstract

Buildings submerged during the 2004 Aceh tsunami have shown signs of structural degradation, particularly due to corrosion in column reinforcement, raising concerns about reduced seismic performance. This study aims to evaluate the effectiveness of the concrete jacketing method in retrofitting corroded square reinforced concrete columns. Specimens measuring 200 × 200 mm² in cross-section and 580 mm in height were subjected to accelerated corrosion targeting 20% mass loss, followed by axial and lateral loading tests. The results showed that corrosion reduced shear strength by 23.93% compared to non-corroded specimens. However, retrofitted corroded square reinforced concrete column demonstrated a 15.65% increase in strength when the stirrup reinforcement yielded. However, the shear capacity showed a slight decrease compared to the corroded columns without jacketing. This unexpected reduction is attributed to the absence of joint strengthening in the retrofit, which governed the overall shear resistance. These findings highlight the importance of including joint enhancement when applying concrete jacketing for comprehensive structural recovery.

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Keywords: reinforcement corrosion; strengthened-column; concrete jacketing; lateral load; accelerated corrosion test

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Language : EN
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  1. ACI 222R-01. (2001). Protection of Metals in Concrete Against Corrosion
  2. ACI committee 562. (2019). Code requirements for assessment, repair, and rehabilitation of existing concrete structures and commentary. In American Concrete Institute
  3. Amalia, Z., Qiao, D., Nakamura, H., Miura, T., & Yamamoto, Y. (2018). Development of simulation method of concrete cracking behavior and corrosion products movement due to rebar corrosion. Construction and Building Materials, 190, 560–572. https://doi.org/10.1016/j.conbuildmat.2018.09.100
  4. Amalia, Z., Saidi, T., Saidi, T., Aulia, T. B., Aulia, T. B., Mahlil, M., & Mahlil, M. (2021). Pengaruh Densitas Arus Terhadap Perilaku Retak Beton Bertulang Yang Mengalami Korosi Tulangan. Teras Jurnal : Jurnal Teknik Sipil, 11(2), 351. https://doi.org/10.29103/tj.v11i2.507
  5. Biskinis, D., & Fardis, M. N. (2024). Shear resistance of RC members with closed FRP jacket for Eurocode 8. Bulletin of Earthquake Engineering, 22(13), 6359–6377. https://doi.org/10.1007/s10518-024-02000-0
  6. Chong, X., Liu, H., Xie, L., Zhou, A., Huang, J., & Sha, H. (2024). Experimental investigation of retrofitting seismically damaged reinforced-concrete frames using steel jacketing. Structures, 62(December 2023), 106243. https://doi.org/10.1016/j.istruc.2024.106243
  7. Habibie, M., Hasan, M., & Syarizal Fonna. (2023). Efek Korosi Baja Tulangan Terhadap Kinerja Struktur Tipikal Pertokoan Di Banda Aceh. Al Qalam: Jurnal Ilmiah Keagamaan Dan Kemasyarakatan, 17(4), 2240–2252
  8. Hassan, A., Baraghith, A. T., Atta, A. M., & El-Shafiey, T. F. (2021). Retrofitting of shear-damaged RC T-beams using U-shaped SHCC jacket. Engineering Structures, 245(December 2020), 112892. https://doi.org/10.1016/j.engstruct.2021.112892
  9. Hyman, A. E. (2005). Inspection , repair and rehabilitation of concrete structures due to corrosion. 23, 309–337
  10. 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. Engineering Structures, 209(110225). https://doi.org/https://doi.org/10.1016/j.engstruct.2020.110225
  11. Karimipour, A., & Edalati, M. (2021). Retrofitting of the corroded reinforced concrete columns with CFRP and GFRP fabrics under different corrosion levels. Engineering Structures, 228(111523). https://doi.org/https://doi.org/10.1016/j.engstruct.2020.111523
  12. Kim, H., Yang, S., Noguchi, T., & Yoon, S. (2023). An Assessment of the Structural Performance of Rebar-Corroded Reinforced Concrete Beam Members. Applied Sciences (Switzerland), 13(19). https://doi.org/10.3390/app131910927
  13. Laboratorium Forensik dan Struktur Bangunan. (2023). Laporan hasil analisis forensik kekuatan dan keandalan struktur kantor dinas pemuda dan olahraga provinsi aceh. (November)
  14. Ma, Y., Che, Y., & Gong, J. (2021). Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading Behavior of corrosion damaged circular reinforced concrete columns under cyclic loading. Construction and Building Materials, 29(April 2012), 548–556. https://doi.org/10.1016/j.conbuildmat.2011.11.002
  15. Maciej Serda, Becker, F. G., Cleary, M., Team, R. M., Holtermann, H., The, D., … فاطمی, ح. (2022). Seismic Assessment, Repair and Retrofit of Existing Corroded Structures Using UHPC Jacketing. Uniwersytet Śląski, 7(1), 343–354. Retrieved from http://hdl.handle.net/10315/40964
  16. Meda, A., Mostosi, S., Rinaldi, Z., & Riva, P. (2014). Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns. Engineering Structures, 76, 112–123
  17. National Association of Corrosion Engineers (NACE). (2016). International Measures of Prevention, Application, and Economics of Corrosion Technologies Study
  18. Pusat Penelitian dan Pengembangan Prasarana Transportasi. (2001). Laporan Akhir Pengaruh Lingkungan Korosif Beton Bertulang Jembatan
  19. Raihanda, B. (2022). Pengaruh Degradasi Penampang Kolom Bangunan Sekolah Akibat Genangan Tsunami Terhadap Beban Gempa. Universitas Syiah Kuala
  20. Ro, K. M., Kim, M. S., & Lee, Y. H. (2023). Improved Shear Strength Equation for Reinforced Concrete Columns Retrofitted with Hybrid Concrete Jackets. Materials, 16(3734)
  21. Saeed, F. H., & Hejazi, F. (2025). A Comprehensive Review of Retrofitted Reinforced Concrete Members Utilizing Ultra-High-Performance Fiber-Reinforced Concrete. Materials, 18(5). https://doi.org/10.3390/ma18050945
  22. Tastani, S. P. Ã., & Pantazopoulou, S. J. (2004). Experimental evaluation of FRP jackets in upgrading RC corroded columns with substandard detailing. 26, 817–829. https://doi.org/10.1016/j.engstruct.2004.02.003
  23. Tianhao Lu, Peilong Li, Chuying Cui, Jiayu Wu, & Bing Fu. (2023). Shear transferring mechanism of the FPR-to-concrete bonded joint with end U-jacketing: A theoretical study. Structures, 56(104991). https://doi.org/https://doi.org/10.1016/j.istruc.2023.104991
  24. Weng, K. (2024). Seawater Seasand Concrete Beams and Frp-Strengthened Reinforced Concrete Beams. The Hong Kong Polytechnic University
  25. Zabihi-Samani, M., Shayanfar, M. A., Safiey, A., & Najari, A. (2018). Simulation of the Behavior of Corrosion Damaged Reinforced Concrete Beams with/without CFRP Retrofit. Civil Engineering Journal, 4(5), 958–970. https://doi.org/10.28991/cej-0309148
  26. Zhang, D. W., Zhao, Y. X., Shen, S. J., Jin, W. L., & Ueda, T. (2014). Analytical Model for Concrete Jacketed RC Columns with Precorrosion and Postcorrosion Damages Under Uniaxial Loading. 4th International Conference on the Durability of Concrete Structures, (July). https://doi.org/10.5703/1288284315394

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