Investigation on Residual Mechanical Properties of Galvanized Iron Cold-Formed Steel Sections Exposed to Elevated Temperatures

Authors

DOI:

https://doi.org/10.56748/ejse.24439

Keywords:

Cold-formed steel, Galvanized iron, Coupon test, Tensile strength, Mechanical properties

Abstract

Cold-formed steel (CFS) sections are used to construct medium and low-rise structures designed to carry small-scale loads. CFS sections are manufactured without the application of heat. Therefore, it is crucial to comprehend the properties of CFS sections which are exposed to fire or elevated temperatures. To simulate the real- time fire exposure, an ISO Standard fire curve was used to heat the CFS sections. The objective of the study is to assess the residual mechanical strength of exposed sections after the elevated temperature test. The study aims to compile data for forecasting the degeneration of elements and to ascertain whether the structural components can be reused or replaced. The CFS sections were subjected to different temperatures, and after heating, two cooling methods were used to bring down to room temperature. The characteristics of the retrieved specimens, taken from exposed CFS sections were assessed using a tensile coupon test. The residual properties such as ultimate strength, yield strength, and elastic modulus were examined and reported. The influence of heating and cooling is more pronounced from the test results. A reduction in the yield and ultimate strength was noticed, and it was found to decrease as the heating intensity increases for air and water cooling respectively. In the case of yield and ultimate strength, the strength reduction is critical beyond 60 minutes. The elastic modulus was also found to be reducing with a similar trend. Based on the test results, reduction factors are proposed for ultimate strength, yield strength and elastic modulus. Reduction factors obtained for yield strength under 60 minutes of heating for air and water cooling is 0.575 and 0.557 respectively. In 120 minutes, the values are 0.400 and 0.329. Reduction factors obtained for ultimate strength under 60 minutes of heating for air and water cooling is 0.586 and 0.566 respectively. For 120 minutes, the values are 0.331 and 0.313.

Downloads

Download data is not yet available.

References

ASTM. (2021). ASTM E8/E8M standard test methods for tension testing of metallic materials. Annual Book of ASTM Standards, C.

Azhari, F., Heidarpour, A., Zhao, X. L., & Hutchinson, C. R. (2015). Mechanical properties of ultra-high strength (Grade 1200) steel tubes under cooling phase of a fire: An experimental investigation. Construction and Building Materials, 93.

Azhari, F., Heidarpour, A., Zhao, X. L., & Hutchinson, C. R. (2017a). Effect of creep strain on mechanical behaviour of ultra-high strength (Grade 1200) steel subject to cooling phase of a fire. Construction and Building Materials, 136.

Azhari, F., Heidarpour, A., Zhao, X. L., & Hutchinson, C. R. (2017b). Post-fire mechanical response of ultra-high strength (Grade 1200) steel under high temperatures: Linking thermal stability and microstructure. Thin-Walled Structures, 119.

Azhari, F., Hossain Apon, A. A., Heidarpour, A., Zhao, X. L., & Hutchinson, C. R. (2018). Mechanical response of ultra-high strength (Grade 1200) steel under extreme cooling conditions. Construction and Building Materials, 175.

BSI. (1985). BS5950-8:2003: Structural Use of steelwork in building: Part 8: Code of practice for fire resistant design. Part, 3(1).

Cai, Y., & Young, B. (2014). Behavior of cold-formed stainless steel single shear bolted connections at elevated temperatures. Thin-Walled Structures.

CEN. (2005). Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design. Journal of Constructional Steel Research, 54(2).

Chen, J., & Young, B. (2007). Experimental investigation of cold-formed steel material at elevated temperatures. Thin-Walled Structures, 45(1), 96–110.

Cheng, S., Li, L. Y., & Kim, B. (2015). Buckling analysis of cold-formed steel channel-section beams at elevated temperatures. Journal of Constructional Steel Research, 104, 74–80.

Dewi, M. S., Sancharoen, P., Klomjit, P., & Tangtermsirikul, S. (2023). Effects of Zinc alloy layer on corrosion and service life of galvanized reinforcing steels in chloride-contaminated concrete. Journal of Building Engineering, 68, 106153.

Gunalan, S., & Mahendran, M. (2014). Experimental and numerical studies of fire exposed lipped channel columns subject to distortional buckling. Fire Safety Journal, 70, 34–45.

Hanus, F., Caillet, N., Gaillard, S., & Vassart, O. (2020). Strength reduction factors for S355 to S500 steel grades under steady-state and transient-state heating. Journal of Structural Fire Engineering.

ISO 834-1. (1999). Fire-resistance tests - Elements of building construction - Part 1: General requirements. ISO Standard, STD-615580.

Johnston, R. P. D., Sonebi, M., Lim, J. B. P., Armstrong, C. G., Wrzesien, A. M., Abdelal, G., & Hu, Y. (2015). The collapse behaviour of cold-formed steel portal frames at elevated temperatures. Journal of Structural Fire Engineering.

Kankanamge, N. D., & Mahendran, M. (2011). Mechanical properties of cold-formed steels at elevated temperatures. Thin-Walled Structures, 49(1), 26–44.

Karthick, S., Muralidharan, S., & Saraswathy, V. (2020). Corrosion performance of mild steel and galvanized iron in clay soil environment. Arabian Journal of Chemistry, 13(1), 3301–3318.

Kesawan, S., & Mahendran, M. (2018). Post-fire mechanical properties of cold-formed steel hollow sections. Construction and Building Materials.

Kumar, G. J., Kiran, T., & Anand, N. (2022). Influence of fire-resistant coating on the physical characteristics and residual mechanical properties of E350 steel section exposed to elevated temperature.

Li, G. Q., Lyu, H., & Zhang, C. (2017). Post-fire mechanical properties of high strength Q690 structural steel. Journal of Constructional Steel Research.

Li, H. T., & Young, B. (2018). Residual mechanical properties of high strength steels after exposure to fire. Journal of Constructional Steel Research.

Lu, J., Liu, H., Chen, Z., & Liao, X. (2016). Experimental investigation into the post-fire mechanical properties of hot-rolled and cold-formed steels. Journal of Constructional Steel Research.

McCann, F., Gardner, L., & Kirk, S. (2015). Elevated temperature material properties of cold-formed steel hollow sections. Thin-Walled Structures.

Mushahary, S. K., Singh, K. D., & Jayachandran, S. A. (2021). Mechanical properties of E350 steel during heating and cooling. Thin-Walled Structures.

Pandey, M., & Young, B. (2021). Post-fire mechanical response of high strength steels. Thin-Walled Structures, 164.

Ranawaka, T., & Mahendran, M. (2009). Experimental study of the mechanical properties of light gauge cold-formed steels at elevated temperatures. Fire Safety Journal.

Ren, C., Dai, L., Huang, Y., & He, W. (2020). Experimental investigation of post-fire mechanical properties of Q235 cold-formed steel. Thin-Walled Structures.

Roy, K., Ho Lau, H., Ting, T. C. H., Chen, B., & Lim, J. B. P. (2021). Flexural behaviour of back-to-back built-up cold-formed steel channel beams: Experiments and finite element modelling. Structures.

Roy, K., Lim, J. B. P., Lau, H. H., Yong, P. M., Clifton, G. C., Wrzesien, A., & Mei, C. C. (2019). Collapse behaviour of a fire engineering designed single-storey cold- formed steel building in severe fires. Thin-Walled Structures, 142, 340–357.

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, ahead-of-print(ahead-of-print).

Singh, T. G., & Singh, K. D. (2019). Mechanical properties of YSt-310 cold-formed steel hollow sections at elevated temperatures. Journal of Constructional Steel Research.

Vandermaat, D., Saydam, S., Hagan, P. C., & Crosky, A. (2016). Laboratory-based coupon testing for the understanding of SCC in rockbolts. Transactions of the Institutions of Mining and Metallurgy, Section A: Mining Technology, 125(3), 174–183.

Wang, L., Cai, Q., Yu, W., Wu, H., & Lei, A. (2010). Microstructure and mechanical properties of 1500 MPa grade ultra-high strength low alloy steel. Jinshu Xuebao/Acta Metallurgica Sinica, 46(6).

Wang, W., Liu, T., & Liu, J. (2015). Experimental study on post-fire mechanical properties of high strength Q460 steel. Journal of Constructional Steel Research.

Yan, X., Xia, Y., Blum, H. B., & Gernay, T. (2021). Post-fire mechanical properties of advanced high-strength cold-formed steel alloys. Thin-Walled Structures.

Yu, Y., Lan, L., Ding, F., & Wang, L. (2019). Mechanical properties of hot-rolled and cold-formed steels after exposure to elevated temperature: A review. In Construction and Building Materials.

Yuan, G., Shu, Q., Huang, Z., & Li, Q. (2016). An experimental investigation of properties of Q345 steel pipe at elevated temperatures. Journal of Constructional Steel Research.

Zhang, C., Wang, R., & Song, G. (2020). Post-fire mechanical properties of Q460 and Q690 high strength steels after fire-fighting foam cooling. Thin-Walled Structures.

Zheng, B., Shu, G., Xin, L., Yang, R., & Jiang, Q. (2016). Study on the Bending Capacity of Cold-formed Stainless Steel Hollow Sections. Structures.

Downloads

Published

2024-03-31

How to Cite

Sabu Sam, V. ., N, A., K Marak , G. W. ., Lyngdoh, G. R., Alengaram, J. and Diana Andrushia (2024) “Investigation on Residual Mechanical Properties of Galvanized Iron Cold-Formed Steel Sections Exposed to Elevated Temperatures”, Electronic Journal of Structural Engineering, 24(1), pp. 53–59. doi: 10.56748/ejse.24439.

Issue

Section

Articles