TECHNICAL PAPERS
Oct 1, 1986

Experimental Study of Heat Induced Deformation

Publication: Journal of Structural Engineering
Volume 112, Issue 10

Abstract

Thermal stresses are frequently used to camber steel beams or repair damage caused by plastic deformation. A local concentration of heat is applied to part of the structure. The heated steel expands, but expansion is restricted by the surrounding unheated metal or other restraint. Large compressive stress develops and the steel yields, causing permanent deformations. This process is widely used and is known as flame cambering or heat straightening, but the process is not well understood by structural engineers. This paper describes a study which attempts to improve the scientific understanding of the method. It includes a brief historical review and a summary of the effects of elevated temperature on the material properties. An experimental program is then described. The parameters which have the greatest influence on the process are noted, and guidelines for using the method are provided.

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References

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Baldwin, J. W., and Guell, D. C., Final Report on NCRP Projects 12‐1 and 12‐6, National Research Council, 1971.
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Brockenbraugh, R. L., “Theoretical Stresses and Strains from Heat Curving,” Journal of the Structural Division, ASCE, Vol. 96, No. ST7, July, 1970.
3.
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4.
Clark, Shelley, R., “An Experimental Analysis of Heat Curving on Steel Plates and Columns,” thesis presented to the University of Washington, at Seattle, Wash., in 1984, in partial fulfillment of the requirements for the degree of Master of Science.
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Graham, R., “Interpretation of Flame Straightening Methods for Steel Structures,” Boeing Company Report MDR 2‐32075, Oct., 1975.
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Schneider, S. P., “A Thermo‐Plastic Finite Element Analysis to Predict the Behavior of Flame Cambered Beams,” thesis presented to the University of Washington, at Seattle, Wash., in 1984, in partial fulfillment of the requirements for the degree of Master of Science.
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Shanafelt, G. O., and Horn, W. B., “Guidelines for Evaluation and Repair of Damaged Steel Bridges,” NCHRP Report 271, National Research Council, Washington, D.C., June, 1984.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 10October 1986
Pages: 2247 - 2262

History

Published online: Oct 1, 1986
Published in print: Oct 1986

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Authors

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Charles W. Roeder
Prof. of Civ. Engrg., Dept. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195

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