Technical Papers
Apr 30, 2019

Experimental Investigation of Postfire Mechanical Properties of Q345 and G550 Cold-Formed Steel

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 7

Abstract

The postfire mechanical properties of cold-formed steel (CFS) are fundamental parameters for evaluating the residual performance of CFS structures after exposure to fire. In this paper, 230 tests were performed to obtain the postfire mechanical properties of commonly used Q345 and G550 CFS with thicknesses ranging from 0.75 to 1.9 mm. An electric furnace was used to heat the specimens in batches, and a shielding isolation was specially designed to avoid direct thermal radiation from the heating elements, which might cause nonuniform temperature distribution of the specimens. In addition, to accurately identify the critical exposure temperatures at which the postfire yield strength of CFS becomes less than its original value or nominal value, additional specimens were separately heated in a furnace. Subsequently, tensile tests of postfire specimens were conducted at ambient temperature. The critical exposure temperatures of Q345 CFS were found to be much higher than those of G550 CFS. In most cases, the effect of the present steel thickness on the reduction factors of postfire mechanical properties was insignificant and the corresponding difference between reduction factors was generally less than 0.1. Additionally, visual observations of postfire CFS specimens were presented, which can be used to judge the maximum temperatures reached by CFS in fire. The results showed that significant differences exist between the present and previous postfire experiments for CFS and hot-rolled steel. Hence, some conservative formulas for the postfire mechanical properties of Q345 and G550 CFS are proposed.

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Acknowledgments

This research was supported by the National Natural Science Foundation of China (Grant Nos. 51508088 and 51538002), Natural Science Foundation of Jiangsu Province of China (Grant No. BK20150605), and the Key Laboratory of Building Fire Protection Engineering and Technology of MPS (No. KFKT2015ZD05).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 7July 2019

History

Received: Sep 19, 2018
Accepted: Feb 11, 2019
Published online: Apr 30, 2019
Published in print: Jul 1, 2019
Discussion open until: Sep 30, 2019

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Associate Professor, Jiangsu Key Laboratory Environmental Impact and Structural Safety in Engineering, China Univ. of Mining and Technology, Jiangsu, Xuzhou 221116, China; Associate Professor, Key Laboratory of Building Fire Protection Engineering and Technology of MPS, Tianjin 300381, China (corresponding author). Email: [email protected]
Professor, Jiangsu Key Laboratory Environmental Impact and Structural Safety in Engineering, China Univ. of Mining and Technology, Jiangsu, Xuzhou 221116, China. Email: [email protected]
Jixian Peng [email protected]
Graduate Student, Jiangsu Key Laboratory Environmental Impact and Structural Safety in Engineering, China Univ. of Mining and Technology, Jiangsu, Xuzhou 221116, China. Email: [email protected]
Lecturer, Dept. of Civil Engineering, Zhejiang College of Construction, Zhejiang, Hangzhou 311231, China. Email: [email protected]

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