TECHNICAL PAPERS
Oct 1, 2001

Repair of Localized Damage in Steel by Heat Straightening

Publication: Journal of Structural Engineering
Volume 127, Issue 10

Abstract

The use of heat straightening to repair damaged steel is finding increasing applications. However, there is one area in which little information can be found: the repair of localized damage. Described in this paper is a methodology for heat straightening repair of typical localized damage such as bulges or buckles. The keys to a safe repair are to (1) select proper heating patterns; (2) limit the heating temperature to 650°C (1,200°F) for carbon steels; and (3) limit jacking forces so that jacking stresses do not exceed 50% of yield at ambient temperature. Shown in this paper are recommended heating patterns for typical types of localized damage as well as methods for determining jacking forces. Experimental tests were also conducted where induced damage was repaired using various heating patterns. The data provide the basis for developing the most effective heating patterns. The use of procedures recommended here will result in a repaired member with strength properties similar to that of the original undamaged member, but with reduction in ductility.

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References

1.
Avent, R. R. (1989). “Heat-straightening of steel: Fact and fable.”J. Struct. Engrg., ASCE, 115(11), 2773–2793.
2.
Avent, R. R., and Brakke, B. C. ( 1996). “Anatomy of steel bridge heat-straightening project.” Transp. Res. Rec. 1561, Transportation Research Board, Washington, D.C., 26–36.
3.
Avent, R. R., and Fadous, G. M. (1989). “Heat-straightening prototype damaged bridge girders.”J. Struct. Engrg., ASCE, 115(7), 1631–1649.
4.
Avent, R. R., Fadous, G. M., and Boudreaux, R. J. ( 1991). “Heat-straightening of damaged structural steel in bridges.” Transp. Res. Rec. 1319, Transportation Research Board, Washington, D.C., 86–93.
5.
Avent, R. R., Madan, A., and Shenoy, S. ( 1993a). “Design and implementation of heat-straightening repair for composite deck-girder bridges.” Transp. Res. Rec. 1392, Transportation Research Board, Washington, D.C., 90–98.
6.
Avent, R. R., Mukai, D. J., and Robinson, P. F. (2000a). “Effects of heat-straightening on material properties of steel.”J. Mat. in Civ. Engrg., ASCE, 12(3), 188–195.
7.
Avent, R. R., Mukai, D. J., and Robinson, P. F. (2000b). “Heat-straightening rolled shapes.”J. Mat. in Civ. Engrg., ASCE, 126(7), 755–763.
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Avent, R. R., Mukai, D. J., Robinson, P. F., and Boudreaux, R. J. (2000c). “Heat-straightening damaged steel plate elements.”J. Struct. Engrg., ASCE, 126(7), 747–754.
9.
Avent, R. R., Robinson, P. F., Madan, A., and Shenoy, S. ( 1993b). “Development of engineering design procedures for heat-straightening repair of damaged structural steel in bridges.” LTRC 251, Louisiana Transportation Research Center, Baton Rouge, La.
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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 10October 2001
Pages: 1121 - 1128

History

Received: Mar 14, 2000
Published online: Oct 1, 2001
Published in print: Oct 2001

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Authors

Affiliations

Fellow, ASCE
Members, ASCE
Prof., Dept. of Civ. and Envir. Engrg., LSU, Baton Rouge, LA 70809.
Asst. Prof., Dept. of Civ. and Envir. Engrg., LSU, Baton Rouge, LA 70809.
Asst. Prof., Dept. of Civ. and Envir. Engrg., LSU, Baton Rouge, LA 70809.

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