Journal of Structural Engineering, A
Online ISSN : 1881-820X
Steel and timber Structures/Bridges
Plate bending fatigue tests for root crack of trough rib of orthotropic steel deck
Kentaro YamadaYa Samol
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JOURNAL FREE ACCESS

2008 Volume 54A Pages 675-684

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Abstract
Fatigue tests were carried out for fillet-welded specimens simulating fatigue cracks emanating from fillet weld root and propagating to deck plate of orthotropic steel deck. A newly developed fatigue testing machine for plate bending was used for the specimens of 300mm wide. Fatigue cracks initiated and propagated from root and propagated perpendicular to the applied stress to penetrate the deck plate in semielliptical shape. Failure occurred when crack from other side of deck plate of about 2 mm long joined the crack from the root. The test data was compared with previous test results of similar type. The one mm method was used to predict S-N curves of such details of different configurations. The test data was summarized as S-N diagram to be used for fatigue life predictions of existing orthotropic steel decks.
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© 2008 by Japan Society of Civil Engineers
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