Skip to main content
Log in

A novel strengthening technique against short column failure in RC structures: SIFCON panels

  • Original Article
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

In this study, a new strengthening method has been developed against possible short column damage, which is one of the dangerous damages that may cause the collapse of buildings in reinforced concrete columns. For this purpose, 14 reinforced concrete frame tests with 1/3 geometric scale, which differ from each other in the ground floor infill wall lengths, were carried out. 5 of the reinforced concrete frames were produced as reference specimens, and in 9 specimens, short columns in reinforced concrete frames were strengthened with various panel types produced using SIFCON (Slurry Infiltrated Fiber Concrete), an ultra-performance special concrete. In the study, the effects of SIFCON panels on short column damages were examined by evaluating the test results in terms of strength, energy consumption, stiffness, ductility and damage formation. Against the short column effects, it was determined that the specimens strengthened with S3 type panels placed along the short column showed the best performance. The load carrying capacities of the strengthened specimens were found to be higher, varying between 34 and 80%, compared to the reference specimens with the same characteristics. In addition, it was observed that the initial stiffness and cumulative energy consumption values of strengthened specimens reached up to 2 and 2.25 times, respectively, compared to the reference specimens with the same characteristics.

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
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24
Fig. 25
Fig. 26

Similar content being viewed by others

References

  • ACI (American Concrete Institute) PRC-374.2-13 (2013) Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. Farmington Hills, MI: ACI

  • ACI 318 (2008) Building code requirements for structural concrete (ACI 318-08) and commentary. American Concrete Institute, USA

  • Aydın F (2019) Investigation of the effect of different temperatures on mechanical properties of SIFCON. In: 7th international symposium on innovative technologies in engineering and science, 22–24 November 2019 (ISITES2019), SanliUrfa-Turkey

  • Aykaç S, Yılmaz MC (2011) Behaviour and strength of RC beams with regular triangular or circular web openings. J Fac Eng Arch 26(3):711–718

    Google Scholar 

  • Bahadir F, Kamanli M, Korkmaz HH, Balik FS, Unal A, Korkmaz SZ (2013) Strengthening of gravity load designed reinforced concrete frames with the external RC shear walls. Adv Mater Res 747(2013):265–268

    Article  Google Scholar 

  • Balaji S, Thirugnanam GS (2017) Study on exterior RC beam-column joints upgrade with SIFCON in joint core under reversed cyclic loading. KSCE J Civ Eng 21(1):346–352. https://doi.org/10.1007/s12205-016-0643-x

    Article  Google Scholar 

  • Balaji S, Thirugnanam GS (2018) 2015, Behaviour of reinforced concrete beams with SIFCON at various locations in the beam. KSCE J Civ Eng 22(1):161–166. https://doi.org/10.1007/s12205-017-0498-9

    Article  Google Scholar 

  • Balik FS, Korkmaz HH, Kamanli M, Bahadir F, Korkmaz SZ, Unal A (2013) An experimental study on reinforced concrete infilled frames with openings. Adv Mater Res 747(2013):429–432

    Article  Google Scholar 

  • Başeğmez İH (2007) Seismic retrofit of shear deficient reinforced concrete short columns with FRP composites. Master Thesis, İstanbul Technical University, Turkey

  • Bedirhanoglu I, Ilki A, Triantafillou TC (2022) Seismic behavior of repaired and externally FRP-jacketed short columns built with extremely low-strength concrete. J Compos Constr 26(1):04021068

    Article  Google Scholar 

  • Çakır C (2013) Mechanical behavior of macrosynthetic and steel fiber reinforced concrete. Master Thesis, İstanbul Technical University, Turkey

  • CEN EN 14651, 2005 (2005) Test method for metallic fibre concrete–Measuring the flexural tensile strength. CEN, Brussels, Belgium

  • Demir S (2013) Strengthening the short column behaviors of existing reinforced concrete structures. Karadeniz Technical University The Graduate School of Natural and Applied Science, Tukey

    Google Scholar 

  • DIN (1986) DIN 931-1: M1.6 to M39 Hexagon Cap Screws Partially Threaded, Deutsches Institut für Normung, Berlin

  • Elnono MA, Salem HM, Farahat AM, Elzanaty AH (2009) Use of slurry infiltrated fiber concrete in reinforced concrete corner connections subjected to opening moments. J Adv Concr Technol 7(1):51–59

    Article  Google Scholar 

  • Eurocode 8 (1996) Design provisions for earthquake resistance of structures. British Standards Institution, London

  • Ghobarah A, Galal KE (2003) Seismic rehabilitaion of short recrangular RC columns. J Earthquake Eng 8(1):45–68

    Article  Google Scholar 

  • İpek M, Canbay M, Yılmaz K (2015) The effect of steel and polypropylene fibers using combination and lean on mechanical and physical properties of SIFCON. Sakarya Univ J Sci 19(1):41–52

    Google Scholar 

  • Kayacık F (2022) Retrofitting of short columns in RC frames with SIFCON panels. Master Thesis, Konya Technical University Institute of Graduate Studies, Turkey

  • Khoshkholghi S (2015) Strengthening of low-strength short columns with sprayed up textile reinforced Gfrc. Master Thesis, İstanbul Technical University, Turkey

  • Koçak A (2015) Earthquake performance of FRP retrofitting of short columns around band-type windows. Struct Eng Mech 53(1):1–16

    Article  Google Scholar 

  • Mısır S (2011) Use of slurry infiltrated fiber concrete (Sifcon) in improving the seismic behaviour of reinforced concrete structures. Phd Thesis, Dokuz Eylül University, Turkey

  • Mısır S, Kahraman S (2013) Strengthening of non-seismically detailed reinforced concrete beam–column joints using SIFCON blocks. Sadhana 38(1):69–88

    Article  Google Scholar 

  • Naaman AE, Reinhardt HW, Fritz C (1992) Reinforced concrete beams with a SIFCON matrix. ACI Mater J 89(1):79–88

    Google Scholar 

  • Park R (1989) Evaluation of ductility of structures and structural assemblages from laboratory testing, Bulletin of the New Zealand National Society for Earthquake Engineering. vol. 22, no.3

  • Rao HS, Ramana NV (2005) Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two way slabs in flexure. Indian J Eng Mater Sci 12:427–433

    Google Scholar 

  • Rao HS, Vaishali G, Ghorpad VG, Ramana NV, Gnaneswar K (2009) Response of SIFCON two-way slabs under impact loading. Int J Impact Eng 37(2010):452–458

    Google Scholar 

  • Salih SA, Frayyeh QJ, Ali MAA (2018) Flexural behavior of slurry infiltrated fiber concrete (Sifcon) containing supplementary cementitiouse materials. J Eng Sustain Develop 22(2):35–48

    Article  Google Scholar 

  • Shannag J, Barakat S, Jaber F (2001) Structural repair of shear-deficient reinforced concrete beams using SIFCON. Mag Concr Res 53(6):391–403

    Article  Google Scholar 

  • Shehata LAEM, Carneiro LAV, Shehata LCD (2002) Strength of short concrete columns confined with CFRP sheets. Mater Struct/Mat~riaux et Construct Tech Rep 35: 50–58

  • TBEC: Turkish building earthquake code (2018) Ministry of public works and settlement, Ankara, Turkey

  • Thamilselvi P, Manoharan PD (2008) Study of behaviour of reinforced concrete frames with using SIFCON in beam column joints. J Eng Appl Sci 3(1):104–108

    Google Scholar 

  • TS-500 requirements for design and construction of reinforced concrete structures (2000) Turkish Standards Institute, Ankara (in Turkish), Turkey

  • Uğur AE, Ünal A (2022) Assessing the structural behavior of reinforced concrete beams produced with macro synthetic fiber reinforced self-compacting concrete. Structures 38(2022):1226–1243

    Article  Google Scholar 

  • Ünal A (2012) Strengthening of reinforced concrete frames not designed according to TEC 2007 with out of plane external shear wall. Master Thesis, The Graduate School of Natural and Applied Science of Selcuk University, Turkey

  • Unal A, Kaltakci MY, Balik FS, Korkmaz HH, Bahadir F, Korkmaz SZ, Kamanli M (2013) Strengthening of reinforced concrete frames not designed according to TDY2007 with external shear walls. Adv Mater Res 747(2013):433–436

    Article  Google Scholar 

  • Ünal A, Cengiz S, Kamanlı M (2021) Effect of stirrup spacing and polypropylene fiber ratio on behavior of reinforced concrete beams. Periodica Polytechnica Civil Eng 65(2):522–536

    Google Scholar 

  • Yoshimura K, Kikuchi K, Kuroki M, Ozawa K, Masuda Y (2000) Experimental study on seismic behavior of RC short columns strengthened by carbonfiber sheets. Composite and hybrid structures. In: Proceedings of the 6th ASCCS international conference on steel-concrete composite structures, pp 927–934

Download references

Acknowledgements

This study was prepared from the master thesis of Fatih Kayacık with the advisor of Alptuğ Ünal and co-advisor of Gamze Doğan, which was accepted by Konya Technical University, Graduate Education Institute, Department of Civil Engineering.

Funding

This research was supported by TUBITAK (The Scientific and Technological Research Council of Turkey) under grant number 120M029.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gamze Doğan.

Ethics declarations

Conflict of interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Additional information

Publisher's Note

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

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Kayacık, F., Ünal, A. & Doğan, G. A novel strengthening technique against short column failure in RC structures: SIFCON panels. Bull Earthquake Eng 21, 2013–2044 (2023). https://doi.org/10.1007/s10518-022-01603-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-022-01603-9

Keywords

Navigation