TECHNICAL NOTES
May 1, 1999

General Expansion-Temperature Equation

Publication: Journal of Materials in Civil Engineering
Volume 11, Issue 2

Abstract

This paper presents a continuous, multilinear expression that can be used as a general expansion-temperature equation. The equation can accommodate an unlimited number of connected linear portions. Therefore, it can be easily adapted to represent the expansion behavior of materials—including those of steel, the behavior of which changes abruptly with temperature during phase transformations. Being a continuous curve, it has a major advantage over other comparable expressions, in that all the parameters in the equation can be determined simultaneously in a single curve-fitting operation. Consequently, it can be useful and powerful for characterizing test results. This paper also shows examples where the equation is fitted to experimental data obtained from various grades of structural steel. The examples show that a curve with four linear portions is sufficient to closely fit the test data. Accordingly, a model is constructed for representing the expansion-temperature behavior of structural steel. This model is also presented in this paper.

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References

1.
Eurocode 3: Design of steel structures. Part 1.2: General rules. Structural fire design (EC3-1.2). (1995). Draft ENV 1993-1-2, Commission of the European Communities, Brussels.
2.
“European recommendations for the fire safety of steel structures.” (1983). Fire safety of steel structures, Tech. Com. 3, European Convention for Constructional Steelwork, Brussels.
3.
“Hot-rolled structural steel bars and sections.” (1996). AS 3679.1, Standards Australia, Sydney, Australia.
4.
Neves, I. C. ( 1995). “The critical temperature of steel columns with restrained thermal elongation.” Fire Safety J., 24, 211–227.
5.
Ossenbruggen, P. J., Aggarwal, V., and Culver, C. G. (1973). “Steel column failure under thermal gradients.”J. Struct. Div., ASCE, 99(4), 727–739.
6.
Poh, K. W., and Bennetts, I. D. (1995). “Analysis of structural members under elevated temperature conditions.”J. Struct. Engrg., ASCE, 121(4), 664–675.
7.
Poh, K. W., Bennetts, I. D., and Sanjayan. ( 1997). “Effects of non-uniform temperature and end restraints on steel column behaviour.” Rep. No. BHPR/R/1997/001, BHP Res.–Melbourne Labs., Melbourne, Australia.
8.
“Welded sections.” (1996). AS 3679.2, Standards Australia, Sydney, Australia.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 11Issue 2May 1999
Pages: 171 - 174

History

Received: Jan 29, 1998
Published online: May 1, 1999
Published in print: May 1999

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Authors

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K. W. Poh
Sr. Res. Engr., BHP Res.–Melbourne Labs., 245-273 Wellington Rd., Mulgrave, Victoria, 3170, Australia.

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