OTHER TECHNICAL PAPERS
Apr 15, 2004

Fatigue and Fracture of Steel Girders

Publication: Journal of Bridge Engineering
Volume 9, Issue 3

Abstract

This paper presents an overview of materials selection, design, and detailing of steel girders for fatigue and fracture limit states. The historical context of the fracture control plan for bridges is presented. A discussion of fracture toughness of structural steel and weld metal is presented along with typical Charpy and fracture-toughness test data, including the new high-performance steel A709 HPS 485W. Fatigue of cover plate details and distortion-induced cracking are discussed. Methods of dealing with variable-amplitude loading are then compared to test data.

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References

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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 9Issue 3May 2004
Pages: 278 - 286

History

Received: Jan 10, 2003
Accepted: Jan 10, 2003
Published online: Apr 15, 2004
Published in print: May 2004

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Authors

Affiliations

Robert J. Dexter, M.ASCE
Associate Professor, Univ. of Minnesota, 500 Pillsbury Dr. S.E., Minneapolis, MN 55455.
William J. Wright, M.ASCE
Structures Lab Manager, Turner-Fairbank Hwy., Research Center, Federal Highway Administration, McLean, VA 22101-2296.
John W. Fisher, Hon.M.ASCE
Professor Emeritus, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

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