TECHNICAL NOTES
Nov 14, 2003

Experimental Studies on the Properties of Constructional Steel at Elevated Temperatures

Publication: Journal of Structural Engineering
Volume 129, Issue 12

Abstract

The properties of steel at elevated temperatures are very important to the analysis of steel structures subjected to fire. This note reports on the results of the experimental studies on the high-temperature properties of two kinds of constructional steel widely used in China. One is 16Mn steel which is used in steel frameworks and the other one is 20MnTiB steel which is used for high-strength bolts. The data obtained from the experiments include yield strength, tensile strength, modulus of elasticity, elongation, and thermal expansion coefficient. Based on the data, the formulas for predicting the properties of the steels at elevated temperatures have been established. It is found from our studies that different types of steel may have different high-temperature properties. So for steel construction in the fire-resistant design purpose, it is more reliable to employ the specified high-temperature-property model based on the specified research.

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References

American Society of Civil Engineers (ASCE). (1992). Manuals and reports on engineering practice No. 78 (Structural fire protection), New York.
British Standard Institute (BSI). (1990). Structural use of steelwork in building, part 8: Code of practice for fire resistance design.
Crozier, D. A., and Wong, M. B. (1993). “Elastoplastic analysis of steel frames at elevated temperatures.” 13th Australian Conf. on the Mechanics of Structures and Materials, University of Wollongong.
European Committee for Standardization (CEN). (1995). DRAFT ENV 1993, Eurocode 3: Design of steel structures.
European Convention for Constructional Steelworks (ECCS). (1983). European recommendations for the fire safety of steel structures.
Lu, Zhou-Dao. (1989). “Research on the fire response of reinforced concrete beam.” PhD thesis, Tongji Univ., Shanghai, China (in Chinese).
Lv, Tong-Guang. (1996). “Experimental investigation of strength and deformation of reinforcing bars under high-temperature.” MS thesis, Qinghua Univ., Beijing, China (in Chinese).
Sakumoto, Y., Keira, K., Furumura, F., and Ave, T.(1993). “Tests of fire-resistant bolts and joints.” J. Struct. Eng., 119(11), 3131–3150.
Tan, Wei. (1998). “Analysis on the mechanic properties of steel and structure response of steel frame at high-temperature.” MS thesis, Tongji Univ., Shanghai, China (in Chinese).
Wang, Y. C., and Moore, D. B. (1995). “Steel frames in fire: Analysis.” Eng. Struct., 17(6).

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 129Issue 12December 2003
Pages: 1717 - 1721

History

Received: Oct 24, 2000
Accepted: Feb 25, 2003
Published online: Nov 14, 2003
Published in print: Dec 2003

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Authors

Affiliations

Guo-Qiang Li
Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.
Shou-Chao Jiang
PhD, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.
Ying-Zhi Yin
Master, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.
Kai Chen
Master, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.
Ming-Fei Li
Master, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, P.R. China.

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