Fatigue analysis of riveted railway bridge connections using the theory of critical distances-Reference-Cited by-同舟云学术

Fatigue analysis of riveted railway bridge connections using the theory of critical distances

Published:2008-10 Issue:10 Volume:30 Page:2707-2715
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Righiniotis Timothy D.,Imam Boulent M.,Chryssanthopoulos Marios K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. The fatigue behaviour of three-dimensional stress concentrations;Bellett;Int J Fatigue,2005

2. Al-Emrani M. Fatigue in riveted railway bridges — A study of the fatigue performance of riveted stringers and stringer-to-floor-beam connections. Ph.D. thesis. Sweden: Chalmers University of Technology; 2002

3. Imam B. Fatigue analysis of riveted railway bridges, Ph.D. thesis. UK: University of Surrey; 2006

4. BS 5400. Steel, concrete and composite bridges: Part 10: Code of practice for fatigue. London: British Standards Institute; 1980

5. American Association of State Highway Transportation Officials (AASHTO). LRFD bridge design specifications. 2nd ed. Washington, DC; 1998

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