Fatigue strength enhancement by structural modification of transverse to longitudinal rib connections in orthotropic steel decks with open ribs

Author:

Tai Masayuki,Arima Yasunori,Shimozato Tetsuhiro

Funder

Japan Bridge Association

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference23 articles.

1. T. Mori, Fatigue of orthotropic steel deck, Committee on steel structures, Japan Society of Civil Engineers, 2010 (in Japanese).

2. Fatigue damage in orthotropic steel bridge decks and retrofit works;Miki;Int. J. Steel Struct.,2006

3. Evaluation of cracking in the rib-to-deck welds of the Bronx-Whitestone bridge;Fisher;J. Bridge Eng.,2016

4. Multiscale fatigue crack growth modelling for welded stiffened panels;Božić;Fatigue Fract. Eng. Mater. Struct.,2014

5. The effect of residual stresses on fatigue crack propagation in welded stiffened panels;Božić;Eng. Fail. Anal.,2018

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