Fatigue behaviour of toe crack at the lower end of crossbeam-to-stiffener weld with cut-outs in OBDs-Reference-Cited by-同舟云学术

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Fatigue behaviour of toe crack at the lower end of crossbeam-to-stiffener weld with cut-outs in OBDs

Published:2024-11 Issue: Volume:222 Page:108887
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wu Weijian^ORCID,Maljaars Johan^ORCID,Malschaert David,Veljkovic Milan^ORCID,Kolstein Henk,Pijpers Richard

Funder

Rijkswaterstaat

China Scholarship Council

Publisher

Elsevier BV

Reference43 articles.

1. Fatigue Classification of Welded Joints in Orthotropic Steel Bridge Decks;Kolstein,2007

2. Manual for Design, Construction, and Maintenance of Orthotropic Steel Deck Bridges;Connor,2012

3. Orthotropic Redecking of Bridges on the North American Continent;Wolchuk;Struct. Eng. Int.,1992

4. Fatigue Behaviour of Closed Stiffener to Crossbeam Connections in Orthotropic Steel Bridge Decks;Leendertz,2008

5. Design Manual for Orthotropic Steel Plate Deck Bridges;AISC,1963

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