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RESEARCH PAPER
Reliability and Fire Performance of Built-up (Battened) Cold-formed Steel Columns: Numerical study
 
 
 
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College of Fire Protection Engineering, China People's Police University, China
 
 
Submission date: 2024-08-14
 
 
Final revision date: 2024-10-03
 
 
Acceptance date: 2024-11-11
 
 
Online publication date: 2024-11-14
 
 
Publication date: 2024-11-14
 
 
Corresponding author
Yang Zhao   

College of Fire Protection Engineering, China People's Police University, 065000, Langfang, China
 
 
Eksploatacja i Niezawodność – Maintenance and Reliability 2025;27(2):195810
 
HIGHLIGHTS
  • Enhancing fire resistance in cold-formed steel columns for structural safety.
  • Utilizing ABAQUS to study steel thickness, grade, and cross-sectional shapes.
  • Thicker steel (1.95 mm) delays failure to 73.49 min, improving fire resistance.
  • Grade 450 steel lasts 61.46 min, outperforming Grade 550 steel at 40.94 min.
  • Effective design and materials crucial for better fire safety in CFS structures.
KEYWORDS
TOPICS
ABSTRACT
Cold-formed steel (CFS) columns play a crucial role in modern construction due to their lightweight, prefabricated, and recyclable characteristics, contributing significantly to structural safety and reliability. However, unprotected CFS columns lose their load-bearing capacity within 10-15 minutes under fire conditions. This study reviews recent advancements aimed at improving the fire resistance of CFS columns, focusing on factors such as steel thickness, grade, cross-sectional shape, and fire protection materials. Using ABAQUS software, validated against experimental data, parametric studies reveal that thicker sections and higher-grade steels enhance fire resistance, delaying structural failure. Fire protection strategies, such as plasterboard encasement, further bolster safety. The Complex cross-sectional shape demonstrated the highest load capacity (178.51 kN), while G450 steel outperformed other grades in both load capacity and fire resistance. Columns with 1.95 mm thickness provided the longest failure time (73.49 minutes).
REFERENCES (35)
1.
Rathore, K., Gupta, M. K., & Verma, M. (2023). A comprehensive review on cold-formed steel building components. Recent Trends in Mechanical Engineering: Select Proceedings of PRIME 2021, 461–468. https://doi.org/10.1007/978-98....
 
2.
Dai, Y., Roy, K., Fang, Z., Raftery, G. M., Ghosh, K., & Lim, J. B. (2023). A critical review of cold-formed built-up members: Developments, challenges, and future directions. Journal of Building Engineering, 64, 107255.
 
3.
Kopecki, T., & Mazurek, P. (2014). Numerical representation of post-critical deformations in the processes of determining stress distributions in closed multi-segment thin-walled aircraft load-bearing structures. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 16(1), 163–169.
 
4.
Chen, M. T., Pandey, M., & Young, B. (2021). Mechanical properties of cold-formed steel semi-oval hollow sections after exposure to ISO-834 fire. Thin-Walled Structures, 167, 108202.
 
5.
Zuo, W., Chen, M. T., & Young, B. (2024). Structural behaviour of cold-formed steel elliptical hollow section stub columns after exposure to ISO-834 fire curve. Thin-Walled Structures, 197, 111309.
 
6.
Chen, M. T., Pandey, M., & Young, B. (2021). Post-fire residual material properties of cold-formed steel elliptical hollow sections. Journal of Constructional Steel Research, 183, 106723.
 
7.
Li, Q. Y., & Young, B. (2023). Experimental and numerical studies on cold-formed steel battened columns. Engineering Structures, 288, 116110.
 
8.
Yin, L., Li, R., Wang, X., Chen, W., Ye, J., & Wu, X. (2024). Fire experiments on cold-formed steel square tubular columns with new gypsum sheathing configuration. Thin-Walled Structures, 197, 111727.
 
9.
Kotelko, M., Macdonald, M., Kulatunga, M. P., & Marszalek, Z. (2020). Upper-bound estimation of load-carrying capacity of perforated cold-formed thin-walled steel lipped channel columns under compression loading. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 22(3), 565–573. https://doi.org/10.17531/ein.2....
 
10.
Dębski, H. (2013). Experimental investigation of post-buckling behavior of composite column with top-hat cross-section. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 15(2), 106–110.
 
11.
Yang, J., Wang, W., Xu, L., & Shi, Y. (2023). Global buckling analysis on cold-formed steel built-up box-shape columns at ambient and elevated temperatures. Structures, 57, 105301.
 
12.
Yang, J., Zhou, X., Wang, W., Xu, L., & Shi, Y. (2023). Fire resistance of box-shape cold-formed steel built-up columns failing in global buckling: Test, simulation and design. Thin-Walled Structures, 183, 110433.
 
13.
Sabu Sam, V., Adarsh, M. S., Lyngdoh, G. R., Marak, G. W. K., Anand, N., Al-Jabri, K., & Andrushia, D. (2023). Influence of elevated temperature on buckling capacity of mild steel-based cold-formed steel column sections: Experimental investigation and finite element modelling. Journal of Structural Fire Engineering, 14(3), 487–504. https://doi.org/10.1108/JSFE-0....
 
14.
Pires, T. A., do Rêgo Silva, J. J., dos Santos, M. M., & Costa, L. M. (2021). Fire resistance of built-up cold-formed steel columns. Journal of Constructional Steel Research, 177, 106456.
 
15.
Yang, J., Wang, W., Shi, Y., & Xu, L. (2020). Experimental study on fire resistance of cold-formed steel built-up box columns. Thin-Walled Structures, 147, 106564.
 
16.
Yang, J., Shi, Y., Wang, W., Xu, L., & Al-azzani, H. (2020). Experimental and numerical studies on axially restrained cold-formed steel built-up box columns at elevated temperatures. Journal of Constructional Steel Research, 171, 106143.
 
17.
Muftah, F., Sani, M. S. H. M., Osman, A. R., Mohammad, S., & Ngian, S. P. (2018). Experimental investigation on box-up cold-formed steel columns in fire. GEOMATE Journal, 14(44), 58–64. https://doi.org/10.21660/2018.....
 
18.
Eurocode 3: Design of steel structures. Part 1-3: Design of cold-formed steel structures. ECCS – European Convention for Constructional Steelwork, Wiley-Blackwell, 676 p.
 
19.
Craveiro, H. D., Rodrigues, J. P. C., & Laím, L. (2016). Experimental analysis of built-up closed cold-formed steel columns with restrained thermal elongation under fire conditions. Thin-Walled Structures, 107, 564–579. https://doi.org/10.1016/j.tws.....
 
20.
Rodrigues, J. P. C. (2015). Built-up closed cold-formed steel columns with restrained thermal elongation subjected to fire. Response of Structures Under Extreme Loading (PROTECT 2015).
 
21.
Batista Abreu, J. C., Vieira, L. M., Abu-Hamd, M. H., & Schafer, B. W. (2014). Development of performance-based fire design for cold-formed steel. Fire Science Reviews, 3, 1–15. https://doi.org/10.1186/s40038....
 
22.
Craveiro, H. D., Rodrigues, J. P., & Laím, L. (2013). Baseline study on the behaviour of cold-formed steel columns subjected to fire. Applications of Structural Fire Engineering.
 
23.
ABAQUS Standard User’s Manual. (2008). Version 6.8, Dassault Systèmes Simulia Corp., Providence, RI, USA.
 
24.
Dębski, H., Koszałka, G., & Ferdynus, M. (2012). Application of FEM in the analysis of the structure of a trailer supporting frame with variable operation parameters. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 14(2), 107–114.
 
25.
Falkowicz, K., Ferdynus, M., & Dębski, H. (2015). Numerical analysis of compressed plates with a cut-out operating in the geometrically nonlinear range. Eksploatacja i Niezawodnosc – Maintenance and Reliability, 17(2), 222–227. https://doi.org/10.17531/ein.2....
 
26.
ISO 834-1. (1999). Fire resistance tests – Elements of building construction, Part 1: General requirements. International Organization for Standardization, Geneva, Switzerland.
 
27.
Dias, Y., Keerthan, P., & Mahendran, M. (2018). Predicting the fire performance of LSF walls made of web stiffened channel sections. Engineering Structures, 168, 320–332. https://doi.org/10.1016/j.engs....
 
28.
Craveiro, H. D. S. (2015). Fire resistance of cold-formed steel columns (Ph.D. thesis). University of Coimbra, Portugal.
 
29.
Ramzy, K. (2014). Effect of batten plates on the behaviour and strength of cold-formed steel built-up section columns. (Master’s thesis). Tanta University, Tanta, Egypt.
 
30.
Dabaon, M., Ellobody, E., & Ramzy, K. (2015). New tests on built-up cold-formed steel section battened columns. In ICASGE '15, International Conference on Advances in Structural and Geotechnical Engineering, Hurghada, Egypt, 6–9 April. https://doi.org/10.1016/j.tws.....
 
31.
Dabaon, M., Ellobody, E., & Ramzy, K. (2015). Experimental investigation of built-up cold-formed steel section battened columns. Thin-Walled Structures, 92, 137–145. https://doi.org/10.1016/j.tws.....
 
32.
Ellobody, E., & Young, B. (2005). Behaviour of cold-formed steel plain angle columns. Journal of Structural Engineering ASCE, 131(3), 457–466. https://doi.org/10.1061/(ASCE)...).
 
33.
Senthilkumar, R., & Kumar, D. P. (2021). Numerical studies on restrained cold-formed steel column subjected to transient thermal loading. Structures, 34, 712–724. https://doi.org/10.1016/j.istr....
 
34.
Kankanamge, N. D., & Mahendran, M. (2011). Mechanical properties of cold-formed steels at elevated temperatures. Thin-Walled Structures, 49, 26–44. https://doi.org/10.1016/j.tws.....
 
35.
Ranawaka, T., & Mahendran, M. (2009). Experimental study of the mechanical properties of light gauge cold-formed steels at elevated temperatures. Fire Safety Journal, 44, 219–229. https://doi.org/10.1016/j.fire....
 
eISSN:2956-3860
ISSN:1507-2711
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