Investigation on the Structural Behaviour of Steel-Encased and Concrete-Confined Composite Columns in Frames

Authors

  • K. Mani Assistant Professor, Department of Civil Engineering, Anantapur, Andhra Pradesh, India Author
  • K. Srikanth Assistant Professor, Department of Civil Engineering, Anantapur, Andhra Pradesh, India Author
  • Dr. D. Jagan Mohan Assistant Professor, Department of Civil Engineering, Anantapur, Andhra Pradesh, India Author

DOI:

https://doi.org/10.32628/IJSRCE248069

Abstract

In this research the behavior of frame with concrete-confined steel composite column is studied. In turn, three dimensional (3D) finite element nonlinear model is used for analysis of inelastic behavior of concrete, steel, longitudinal reinforcements, transverse reinforcements and also the effect of concrete confinement for concrete- confined steel composite columns and the modeling procedure is performed by ABAQUS software. Three types of frame composed of concrete-confined steel composite columns with SRC beam, steel section beam, and reinforced concrete beam are modeled and the effects of parameters of compressive strengths of concrete and yield tension of steel section on the frame behavior and strength are studied for each one of these three frames. The results show that increasing these two parameters improves and increases the behavior of frame and its strength. The effect of increasing compressive strengths of concrete for SRC beam frame and also the effect of increasing yield tension of steel section is more pronounced for steel section frame, while increasing both parameters for reinforced concrete beam frame has almost identical effect on increasing and improving the frame behavior.

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References

Kong, J., Zou, Y., Wan, Z. W., & Li, C. (2013). Nonlinear numerical analysis of SRC Frame Joint. Applied Mechanics and Materials, (405–408), 1191–1195. https://doi.org/10.4028/www.scientific.net/amm.405-408.1191 DOI: https://doi.org/10.4028/www.scientific.net/AMM.405-408.1191

Kong, J., Zou, Y., Li, C., & Wan, Z. W. (2013). Nonlinear Numerical Analysis of SRC Frame End Joint. Advanced Materials Research, 753–755, 1151–1155. https://doi.org/10.4028/www.scientific.net/amr.753-755.1151 DOI: https://doi.org/10.4028/www.scientific.net/AMR.753-755.1151

Li, K. W., Li, Z. Y., Wan, X., & Liu, F. (2015). Non-Linear Numerical Simulation on Hysteretic Behavior of SRC Columns. Applied Mechanics and Materials, 723, 382–386. https://doi.org/10.4028/www.scientific.net/amm.723.382 DOI: https://doi.org/10.4028/www.scientific.net/AMM.723.382

Alavi, R., and Izadinia, M. (2012). A review of statute design and numeral modeling of concrete-confined steel composite columns. The first national conference of durable construction, Mashhad.

Kheyroldin, A., Naderpour, H., and Ahamdi, M. (2012). Study of concrete confinement effect under steel wall in concrete composite circle columns. The second national conference of crisis management, Tehran.

Beiranvand, P., Abdollahifar, M., Moradpour, A., Sadeghi Golmakani, S. (2019). Investigation of load capacity of steel concrete composite columns SRC reinforced by IPE. Civil and Environmental Engineering Reports, 29(2), 101-116. https://doi.org/10.2478/ceer-2019-0019 DOI: https://doi.org/10.2478/ceer-2019-0019

Mirza, S. A. (1989). Parametric study of composite column strength variability. Journal of Constructional Steel Research, 14(2), 121–137. https://doi.org/10.1016/0143-974x(89)90019-9 DOI: https://doi.org/10.1016/0143-974X(89)90019-9

Chen, C. C., and Lin, N. J. (2006). Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns. Journal of Constructional Steel Research, 62(5), 423-424. https://doi.org/10.1016/j.jcsr.2005.04.021 DOI: https://doi.org/10.1016/j.jcsr.2005.04.021

Mirza, S. A., and Skrabek, B. W. (1992). Statistical analysis of slender composite beam-column strength. Journal of Structural Engineering, 118(5), 1312. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1312) DOI: https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1312)

Mander, J. B., Priestley, M. J. N., and Park, R. (1988). Theoretical stress–strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804) DOI: https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)

Bayrak, O., and Sheikh, S. A. (2001). Plastic hinge analysis. Journal of Structural Engineering, 127(9), 1092. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1092) DOI: https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1092)

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Published

11-11-2025

Issue

Vol. 8 No. 6 (2024): November-December

Section

Research Articles

License

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This work is licensed under a Creative Commons Attribution 4.0 International License.

https://creativecommons.org/licenses/by/4.0

How to Cite

[1]
K. Mani, K. Srikanth, and Dr. D. Jagan Mohan, “Investigation on the Structural Behaviour of Steel-Encased and Concrete-Confined Composite Columns in Frames”, Int J Sci Res Civil Engg, vol. 8, no. 6, pp. 72–84, Nov. 2025, doi: 10.32628/IJSRCE248069.