Assessment of Fatigue Behaviour of Orthotropic Steel Bridge Decks using Monitoring System

Author:

Dudás Klára,Jakab Gábor,Kövesdi Balázs,Dunai László

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference11 articles.

1. L. Dieng, C. Remy, S. Mohammadkhani-Shali, S. Ezran, C. Tessier, New numerical approach for assessing the fatigue - Resistance of the orthotropic steel bridge decks, In: L. Dunai, M. Iványi, K. Jármai, N. Kovács, L.G. Vigh (Eds.), Proceedings of the EUROSTEEL 2011: 6th European Conference on Steel and Composite Structures, Budapest, 2011, Brussels: ECCS, pp. 2049-2054.

2. F. Gomes, P. Marchand, J.-C. Renaud, C. Massotte, M. Estivin, J. Billo, C. Bazin, R. Lapeyrere, L. Lauvin, F.X. Barin, D. Siegert, F. Toutlemonde, Fatigue behaviour of an orthotropic steel bridge deck - Benefits of an ultra-high performance fibre reinforced concrete topping layer, In: L. Dunai, M. Iványi, K. Jármai, N. Kovács, L.G. Vigh (Eds.), Proceedings of the EUROSTEEL 2011: 6th European Conference on Steel and Composite Structures, Budapest, 2011, Brussels: ECCS, pp. 2097-2102.

3. F.B.P. De Jong, Overview Fatigue Phenomenon In Orthotropic Bridge Decks In The Netherlands, In: Proceedings of the 2004 Orthotropic Bridge Conference, Sacramento, California, USA, 2004, pp. 489-512.

4. Measurement and interpretation of dynamic loads in bridges - Phase IV: Fatigue design of orthotropic steel decks of road bridges;Cuninghame;Final Report (Technical steel research) Luxembourg: Office for Official Publications of the European Communities,1998

5. Fatigue assessment of longitudinal stringer – Research report (in Hungarian), Budapest University of Technology and Economics, Department of Structural Engineering;Dunai;Budapest,2008

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