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contributor authorRobert J. Dexter
contributor authorWilliam J. Wright
contributor authorJohn W. Fisher
date accessioned2017-05-08T21:25:11Z
date available2017-05-08T21:25:11Z
date copyrightMay 2004
date issued2004
identifier other%28asce%291084-0702%282004%299%3A3%28278%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50744
description abstractThis 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.
publisherAmerican Society of Civil Engineers
titleFatigue and Fracture of Steel Girders
typeJournal Paper
journal volume9
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2004)9:3(278)
treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 003
contenttypeFulltext


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