Araştırma Makalesi
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The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns

Yıl 2024, , 928 - 938, 15.09.2024
https://doi.org/10.34248/bsengineering.1520275

Öz

Jacketing is the most popular method for strengthening reinforced concrete columns under axial loading. This repair and strengthening technique is widely used not only in Türkiye but also in other technologically developed countries. In this study, the effectiveness of this method is investigated experimentally, by testing two test parameters which are column section geometry and jacket thickness. The specimens were enlarged on all four sides to understand how the thickness of the jacket layer affects the behavior of the column. Using the experimental data, load versus deformation curves were plotted for each test specimen. The parameters (strength, rigidity, ductility, and energy dissipation capacity) that determine the behaviour of the reinforced column were then analyzed. At the end of this study, the effects of column section geometry and jacket thickness on the jacketing method are discussed, providing valuable preliminary data for future experimental studies.

Kaynakça

  • Aksan B. 1988. Jacketed column behaviour under axial load alone. MSc Thesis, Civil Engineering, Middle East Technical University, Ankara, Türkiye, pp: 123.
  • Bournas DA, Thanasis CT. 2007. Textile-reinforced mortar versus fiber reinforced polymer confinement in reinforced concrete columns. ACI Struct J, 104(6): 740-748.
  • Can H. 1995a. Betonarme kolonların komşu iki yüzden manto ile onarımı ve güçlendirilmesi. TMMO Teknik Derg, 6(1): 51.
  • Can H. 1995b. İki, üç ve dört yüzünden mantolanmış kolonların eksenel yük altında davranışı. TMMO Teknik Dergi, 6(4): 38.
  • Cısdık M. 1998. Fretli manto ile onarılmış/güçlendirilmiş betonarme kolonların (spiralli ve dairesel etriyeli) eksenel yük altındaki davranışı. Yüksek Lisans Tezi, Gazi Üniversitesi, Ankara, Türkiye, ss: 147.
  • Demirel, Y, Can, H, Tankut, T. 1995, Onarılmış betonarme kolon davranışı ve dayanımı. TÜBİTAK, İnşaat Teknolojileri Araştırma Grubu, Proje No. INTAG 512, Ankara, Türkiye, ss: 178.
  • Francisco J, Basalo DCY, Matta F, Nanni A. 2012. Fiber reinforced cement-based composite system for concrete confinement. Construct Buil Mater, 32: 55–65.
  • Ghoroubi R, Mercimek Ö, Özdemir A, Anil Ö. 2020. Experimental investigation of damaged square short RC columns with low slenderness retrofitted by CFRP strips under axial load. Struct, 28: 170-180.
  • Kopraman Y. 2003. Onarılmış ve güçlendirilmiş betonarme kolonlarda manto alanının davranışa etkisi. Yüksek Lisans Tezi, Fen Bilimleri Enstitüsü, Gazi Üniversitesi, Ankara, Türkiye, 170.
  • Mercimek O, Anil O, Ghoroubi R, Sakin S, Yilmaz T. 2021. Experimental and numerical investigation of RC column strengthening with CFRP strips subjected to low-velocity impact load. Struct Engin Mechan, 79(6): 749-765.
  • Mercimek Ö, Çelik A, Ghoroubi R, Özgür A. 2024. Retrofitting of squat RC column by using TRM strip under axial load. Struct, 60: 105909.
  • Mercimek Ö, Ghoroubi R, Anil Ö, Çakmak C, Özdemir A, Kopraman Y. 2023. Strength, ductility, and energy dissipation capacity of RC column strengthened with CFRP strip under axial load. Mechan Based Design Struct Machin, 51(2): 961-979.
  • Mercimek Ö, Ghoroubi R, Özdemir A, Anıl Ö, Baran M. 2022. Punching behaviour of two-way RC slabs having different multiple opening locations and sizes strengthened with TRM. Struct, 42: 531-549.
  • Mercimek Ö. 2023. Experimental and analytical investigation of the effects of anchor types and strip shapes on shear-deficient reinforced concrete beams strengthened with TRM versus FRP. Inter J Civil Engin, 21(12): 1927-1950.
  • Ozbakkaloglu T, Lim JC, Vincent T. 2013. FRP-confined concrete in circular sections: Review and assessment of stress–strain models. Engin Struct, 49: 1068-1088.
  • Suleiman R. 1991. Repair and strengthening of reinforced concrete columns. PhD Thesis, Civil Engineering, Middle East Technical University, Ankara, pp: 143.
  • Triantafillou T, Thanasis L. 2006. Concrete confinement with textile reinforced mortar jackets. ACI Struct J, 103(1): 28-37.
  • Türer A, Mercimek Ö, Anıl Ö, Erbaş Y. 2023. Experimental and numerical investigation of punching behavior of two-way RC slab with different opening locations and sizes strengthened with CFRP strip. Struct, 49: 918-942.
  • Ünsal F. 1998. Betonarme kolonların (kare ve fretli) eksenel yük altında fretli manto ile onarımı ve güçlendirilmesi. Yüksek Lisans Tezi, Gazi Üniversitesi, Ankara, Türkiye, pp: 92.
  • Yanarateş, M.S. 1990. Use of expandable metals as shear/confinement reinforcement in concrete members, phase 1, axially loaded columns. MSc Thesis, Civil Engineering, Middle East Technical University, Ankara, Türkiye, pp: 73.
  • Yumak Y. 1991. Effects of bar development methods on jacketed column behavior. MSc Thesis, Civil Engineering, Middle East Technical University, Ankara, Türkiye, pp: 48.

The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns

Yıl 2024, , 928 - 938, 15.09.2024
https://doi.org/10.34248/bsengineering.1520275

Öz

Jacketing is the most popular method for strengthening reinforced concrete columns under axial loading. This repair and strengthening technique is widely used not only in Türkiye but also in other technologically developed countries. In this study, the effectiveness of this method is investigated experimentally, by testing two test parameters which are column section geometry and jacket thickness. The specimens were enlarged on all four sides to understand how the thickness of the jacket layer affects the behavior of the column. Using the experimental data, load versus deformation curves were plotted for each test specimen. The parameters (strength, rigidity, ductility, and energy dissipation capacity) that determine the behaviour of the reinforced column were then analyzed. At the end of this study, the effects of column section geometry and jacket thickness on the jacketing method are discussed, providing valuable preliminary data for future experimental studies.

Kaynakça

  • Aksan B. 1988. Jacketed column behaviour under axial load alone. MSc Thesis, Civil Engineering, Middle East Technical University, Ankara, Türkiye, pp: 123.
  • Bournas DA, Thanasis CT. 2007. Textile-reinforced mortar versus fiber reinforced polymer confinement in reinforced concrete columns. ACI Struct J, 104(6): 740-748.
  • Can H. 1995a. Betonarme kolonların komşu iki yüzden manto ile onarımı ve güçlendirilmesi. TMMO Teknik Derg, 6(1): 51.
  • Can H. 1995b. İki, üç ve dört yüzünden mantolanmış kolonların eksenel yük altında davranışı. TMMO Teknik Dergi, 6(4): 38.
  • Cısdık M. 1998. Fretli manto ile onarılmış/güçlendirilmiş betonarme kolonların (spiralli ve dairesel etriyeli) eksenel yük altındaki davranışı. Yüksek Lisans Tezi, Gazi Üniversitesi, Ankara, Türkiye, ss: 147.
  • Demirel, Y, Can, H, Tankut, T. 1995, Onarılmış betonarme kolon davranışı ve dayanımı. TÜBİTAK, İnşaat Teknolojileri Araştırma Grubu, Proje No. INTAG 512, Ankara, Türkiye, ss: 178.
  • Francisco J, Basalo DCY, Matta F, Nanni A. 2012. Fiber reinforced cement-based composite system for concrete confinement. Construct Buil Mater, 32: 55–65.
  • Ghoroubi R, Mercimek Ö, Özdemir A, Anil Ö. 2020. Experimental investigation of damaged square short RC columns with low slenderness retrofitted by CFRP strips under axial load. Struct, 28: 170-180.
  • Kopraman Y. 2003. Onarılmış ve güçlendirilmiş betonarme kolonlarda manto alanının davranışa etkisi. Yüksek Lisans Tezi, Fen Bilimleri Enstitüsü, Gazi Üniversitesi, Ankara, Türkiye, 170.
  • Mercimek O, Anil O, Ghoroubi R, Sakin S, Yilmaz T. 2021. Experimental and numerical investigation of RC column strengthening with CFRP strips subjected to low-velocity impact load. Struct Engin Mechan, 79(6): 749-765.
  • Mercimek Ö, Çelik A, Ghoroubi R, Özgür A. 2024. Retrofitting of squat RC column by using TRM strip under axial load. Struct, 60: 105909.
  • Mercimek Ö, Ghoroubi R, Anil Ö, Çakmak C, Özdemir A, Kopraman Y. 2023. Strength, ductility, and energy dissipation capacity of RC column strengthened with CFRP strip under axial load. Mechan Based Design Struct Machin, 51(2): 961-979.
  • Mercimek Ö, Ghoroubi R, Özdemir A, Anıl Ö, Baran M. 2022. Punching behaviour of two-way RC slabs having different multiple opening locations and sizes strengthened with TRM. Struct, 42: 531-549.
  • Mercimek Ö. 2023. Experimental and analytical investigation of the effects of anchor types and strip shapes on shear-deficient reinforced concrete beams strengthened with TRM versus FRP. Inter J Civil Engin, 21(12): 1927-1950.
  • Ozbakkaloglu T, Lim JC, Vincent T. 2013. FRP-confined concrete in circular sections: Review and assessment of stress–strain models. Engin Struct, 49: 1068-1088.
  • Suleiman R. 1991. Repair and strengthening of reinforced concrete columns. PhD Thesis, Civil Engineering, Middle East Technical University, Ankara, pp: 143.
  • Triantafillou T, Thanasis L. 2006. Concrete confinement with textile reinforced mortar jackets. ACI Struct J, 103(1): 28-37.
  • Türer A, Mercimek Ö, Anıl Ö, Erbaş Y. 2023. Experimental and numerical investigation of punching behavior of two-way RC slab with different opening locations and sizes strengthened with CFRP strip. Struct, 49: 918-942.
  • Ünsal F. 1998. Betonarme kolonların (kare ve fretli) eksenel yük altında fretli manto ile onarımı ve güçlendirilmesi. Yüksek Lisans Tezi, Gazi Üniversitesi, Ankara, Türkiye, pp: 92.
  • Yanarateş, M.S. 1990. Use of expandable metals as shear/confinement reinforcement in concrete members, phase 1, axially loaded columns. MSc Thesis, Civil Engineering, Middle East Technical University, Ankara, Türkiye, pp: 73.
  • Yumak Y. 1991. Effects of bar development methods on jacketed column behavior. MSc Thesis, Civil Engineering, Middle East Technical University, Ankara, Türkiye, pp: 48.
Toplam 21 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Betonarme Yapılar
Bölüm Research Articles
Yazarlar

Yağmur Kopraman 0000-0001-9552-3039

Hüsnü Can 0000-0003-4202-875X

Erken Görünüm Tarihi 4 Eylül 2024
Yayımlanma Tarihi 15 Eylül 2024
Gönderilme Tarihi 22 Temmuz 2024
Kabul Tarihi 26 Ağustos 2024
Yayımlandığı Sayı Yıl 2024

Kaynak Göster

APA Kopraman, Y., & Can, H. (2024). The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns. Black Sea Journal of Engineering and Science, 7(5), 928-938. https://doi.org/10.34248/bsengineering.1520275
AMA Kopraman Y, Can H. The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns. BSJ Eng. Sci. Eylül 2024;7(5):928-938. doi:10.34248/bsengineering.1520275
Chicago Kopraman, Yağmur, ve Hüsnü Can. “The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns”. Black Sea Journal of Engineering and Science 7, sy. 5 (Eylül 2024): 928-38. https://doi.org/10.34248/bsengineering.1520275.
EndNote Kopraman Y, Can H (01 Eylül 2024) The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns. Black Sea Journal of Engineering and Science 7 5 928–938.
IEEE Y. Kopraman ve H. Can, “The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns”, BSJ Eng. Sci., c. 7, sy. 5, ss. 928–938, 2024, doi: 10.34248/bsengineering.1520275.
ISNAD Kopraman, Yağmur - Can, Hüsnü. “The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns”. Black Sea Journal of Engineering and Science 7/5 (Eylül 2024), 928-938. https://doi.org/10.34248/bsengineering.1520275.
JAMA Kopraman Y, Can H. The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns. BSJ Eng. Sci. 2024;7:928–938.
MLA Kopraman, Yağmur ve Hüsnü Can. “The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns”. Black Sea Journal of Engineering and Science, c. 7, sy. 5, 2024, ss. 928-3, doi:10.34248/bsengineering.1520275.
Vancouver Kopraman Y, Can H. The Effect of Jacket Area on The Behaviour of Repaired/Strengthened Reinforced Concrete Columns. BSJ Eng. Sci. 2024;7(5):928-3.

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