SavedAdd your journal

Journals / Turkish Journal of Engineering / 2026 / Volume: 7 Issue: 3

Buckling performance of thin-walled filled steel columns

Abdulkerim İlgün(KTO KARATAY ÜNİVERSİTESİ)0000-0002-9784-460X
Ahmad Javid Zıa(KTO KARATAY ÜNİVERSİTESİ)0000-0002-2808-6972
Sadrettin Sancıoğlu(KTO KARATAY ÜNİVERSİTESİ)0000-0002-6095-2164
Hasan Furkan Soydoğan(KTO KARATAY ÜNİVERSİTESİ)0000-0002-2467-6588
Münife Hanım Köklü(KTO KARATAY ÜNİVERSİTESİ)0000-0003-1096-157X
Semih Arıbaş0000-0003-3465-3029
Berna Bayram(KTO KARATAY ÜNİVERSİTESİ)0000-0002-6700-428X
Pages
—
Publication Date
2023-07-05
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Conservative and consistent results were obtained from comparing experimental, analytical, and numerical results.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Concrete-filled composite elements have recently gained popularity as beams and columns all over the world.
📊
Key Findings & Data:All specimens had the same length (750 mm), same diameter (60.3mm) and the same wall thickness (3mm).
💡
Conclusion & Impact:Conservative and consistent results were obtained from comparing experimental, analytical, and numerical results.
🔬Design:Modeling & Simulation
📍Scope:2016 Verileri
⚙️Variables:Axial load · Buckling · Column

Abstract

Concrete-filled composite elements have recently gained popularity as beams and columns all over the world. They have advantages similar to reinforced concrete elements, such as the moulding process and the lack of maintenance of the filled concrete, as well as advantages similar to hollow steel elements, such as enhancing compressive strength and bending capacity by using smaller sections. In this paper, the buckling behaviour of thin-walled steel columns with circular cross-section and different filling materials was investigated under uniaxial load. Six different materials (concrete produced using normal aggregate, concrete produced using waste aggregate, waste fine aggregate, waste coarse aggregate, waste iron dust and polyurethane) were used as filling. Filled columns were compared experimentally with hollow thin-walled steel columns that had the same height and diameter. All specimens had the same length (750 mm), same diameter (60.3mm) and the same wall thickness (3mm). Experimental results were compared with analytical results obtained from a calculation done using the national steel design code, Design, Calculation and Construction Principles of Steel Structures 2016. Additionally, columns specimens were modelled in Abaqus software. Conservative and consistent results were obtained from comparing experimental, analytical, and numerical results.

🔖

Cite This Article

İlgün, A., Zıa, A. J., Sancıoğlu, S., Soydoğan, H. F., Köklü, M. H., Arıbaş, S., Bayram, B. (2023). Buckling performance of thin-walled filled steel columns. Turkish Journal of Engineering, Volume: 7 Issue: 3. https://doi.org/10.31127/tuje.1092975

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (24)

  1. Sancıoğlu, S. (2020). Experimental and Analytical Investigation of Bending Effects of Concrete Filled Composite Beams. KTO Karatay University.
  2. Abed, F., Alhamaydeh, M., & Abdalla, S. (2013). Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs). Journal of Constructional Steel Research, 80, 429–439. https://doi.org/10.1016/j.jcsr.2012.10.005
  3. Lin-Hai Han, Li, W., & Bjorhovde, R. (2014). Developments and advanced applications of concrete- fi lled steel tubular (CFST) structures: Members Concrete Cracks. Journal of Constructional Steel Research, 100, 211–228. https://doi.org/10.1016/j.jcsr.2014.04.016
  4. Lu, Y., Li, N., Li, S., & Liang, H. (2015). Behavior of steel fiber reinforced concrete-filled steel tube columns under axial compression. Construction and Building Materials, 95, 74–85. https://doi.org/10.1016/j.conbuildmat.2015.07.114
  5. Wang, Y. H., Wu, Q., Yu, J., Frank Chen, Y., & Lu, G. B. (2018). Experimental and analytical studies on elastic-plastic local buckling behavior of steel material under complex cyclic loading paths. Construction and Building Materials, 181, 495–509. https://doi.org/10.1016/j.conbuildmat.2018.06.031
  6. Zhu, J. Y., & Chan, T. M. (2018). Experimental investigation on octagonal concrete filled steel stub columns under uniaxial compression. Journal of Constructional Steel Research, 147, 457–467. https://doi.org/10.1016/j.jcsr.2018.04.030
  7. Abramski, M. (2018a). Load-carrying capacity of axially loaded concrete-filled steel tubular columns made of thin tubes. Archives of Civil and Mechanical Engineering, 18(3), 902–913. https://doi.org/10.1016/j.acme.2018.01.002
  8. İlgün, A., Can, H., Bayram, B., Arıbaş, S., Zia, J., & Sancıoğlu, S. (2019). Eksenel Yük Etkisi Altında İnce Cidarlı Çelik Kolonların Deneysel Olarak İncelenmesi. 7. Yapı Mekaniği Laboratuvarları Çalıştayı, 187–192.
  9. Han, L. H. (2004). Flexural behaviour of concrete-filled steel tubes. Journal of Constructional Steel Research, 60(2), 313–337. https://doi.org/10.1016/j.jcsr.2003.08.009
  10. Zeghiche, J., & Chaoui, K. (2005). An experimental behaviour of concrete-filled steel tubular columns. Journal of Constructional Steel Research, 61(1), 53–66. https://doi.org/10.1016/j.jcsr.2004.06.006
  11. Abramski, M. (2018b). Load-carrying capacity of axially loaded concrete-filled steel tubular columns made of thin tubes. Archives of Civil and Mechanical Engineering, 18(3), 902–913. https://doi.org/10.1016/j.acme.2018.01.002
  12. Essopjee, Y., & Dundu, M. (2015). Performance of concrete-filled double-skin circular tubes in compression. Composite Structures, 133(1), 1276–1283. https://doi.org/https://doi.org/10.1016/j.compstruct.2015.08.033
  13. Ibañez, C., Hernández-Figueirido, D., & Piquer, A. (2018). Shape effect on axially loaded high strength CFST stub columns. Journal of Constructional Steel Research, 147, 247–256. https://doi.org/10.1016/j.jcsr.2018.04.005
  14. Liang, Q. Q., & Fragomeni, S. (2010). Nonlinear analysis of circular concrete-filled steel tubular short columns under eccentric loading. Journal of Constructional Steel Research, 66(2), 159–169. https://doi.org/10.1016/j.jcsr.2009.09.008
  15. Tan, K., & Nichols, J. M. (2017). Properties of high-strength concrete filled steel tube columns. Computing in Science and Engineering, 1(1), 58–77. https://doi.org/10.22606/mcse.2017.11005
  16. Roeder, C. W., Lehman, D. E., & Bishop, E. (2010). Strength and Stiffness of Circular Concrete-Filled Tubes. Journal of Structural Engineering, 136(12), 1545–1553. https://doi.org/10.1061/(asce)st.1943-541x.0000263
  17. Abed, F. H., Abdelmageed, Y. I., & Kerim Ilgun, A. (2018). Flexural response of concrete-filled seamless steel tubes. Journal of Constructional Steel Research, 149, 53–63. https://doi.org/10.1016/j.jcsr.2018.06.030
  18. Duarte, A. P. C., Silva, B. A., Silvestre, N., de Brito, J., Júlio, E., & Castro, J. M. (2016). Finite element modelling of short steel tubes filled with rubberized concrete. Composite Structures, 150, 28–40. https://doi.org/10.1016/j.compstruct.2016.04.048
  19. Hassanein, M. F., Patel, V. I., Elchalakani, M., & Thai, H. T. (2018). Finite element analysis of large diameter high strength octagonal CFST short columns. Thin-Walled Structures, 123(November 2017), 467–482. https://doi.org/10.1016/j.tws.2017.11.007
  20. Al-Ani, Y. R. (2018). Finite element study to address the axial capacity of the circular concrete-filled steel tubular stub columns. Thin-Walled Structures, 126(June 2017), 2–15. https://doi.org/10.1016/j.tws.2017.06.005
  21. Saleh, S., & Al-Abboodi, İ. (2021). Strength and Behaviour Assessment of Axially Loaded Concrete Filled Steel Tubular Stub Columns. Turkish Journal of Engineering, 5(4), 154–164. https://doi.org/10.31127/tuje.686246
  22. Design, Calculation and Construction Principles of Steel Structures. (2016). Ministry of Environment and Urbanisation.
  23. Abaqus. (2010). Abaqus/CAE User Manual. Dassault Systems.
  24. Hafezolghorani, M., Hejazi, F., Vaghei, R., Jaafar, M. S. Bin, & Karimzade, K. (2017). Simplified damage plasticity model for concrete. Structural Engineering International, 27(1), 68–78. https://doi.org/10.2749/101686616X1081