FATIGUE ENHANCEMENT OF LONGITUDINAL-TO-TRANSVERSE RIB CONNECTION IN ORTHOTROPIC STEEL DECK

Author:

YOKOZEKI Koichi,YOKOYAMA Kaoru,TOMINAGA Tomonori,MIKI Chitoshi

Publisher

Japan Society of Civil Engineers

Reference10 articles.

1. 2) Miki, C., Konishi, T., Tokida, H. and Sasaki, K. : Inspection and retrofitting of fatigue damaged orthotropic steel deck, Proceedings of the 2nd International Conference on Fatigue and Fracture in the Infrastructure, 2009.7.

2. 3) Gurney, T. : Fatigue of steel bridge deck, TRL State of the Art Review, 8, HMSO Publishing, 1992.

3. 4) Fiedler, E. : The development of the orthotropic roadway-plate in Germany, Stahlbau, Vol. 78, No. 8, pp. 562-576, 2009.

4. 10) Serzan, K. and Khazem, D. : Steel orthotropic box girder on the New Alfred Zampa Suspension Bridge across the Carquinez Strait first in the US, Proceeding of the 2004 Orthotropic Bridge Conference, pp. 177-188, 2004.

5. 15) Yokozeki, K. and Miki, C. : Fatigue evaluation for longitudinal-to-transverse rib connection of orthotropic steel deck by using structural hot spot stress, Welding in the World, Vol. 60, No. 1, pp. 83-92, 2015.

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