References
- AASHTO . 2005 . AASHTO LRFD Bridge Design Specifications , Washington, DC : American Association of State Highway and Transportation Officials .
- Camo , S. 2007 . Discussion of ‘Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks’ . Journal of Bridge Engineering , 12 ( 6 ) : 812 – 814 .
- CEN . 2007 . Eurocode 3: design of steel structures, part 1.9: fatigue , Brussels : CEN .
- Connor , R. J. and Fisher , J. W. 2006 . Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks . Journal of Bridge Engineering , 11 ( 5 ) : 517 – 525 .
- De Corte , W. and Van Bogaert , Ph. 2006a . The effect of shear deformations in floorbeams on the moment distribution in orthotropic plated bridge decks . Journal of Constructional Steel Research , 62 ( 10 ) : 1007 – 1015 .
- De Corte , W. and Van Bogaert , Ph. . The importance of rib distortion at the rib to floorbeam joint of orthotropic plated decks . Proceedings of the 23rd Annual International Bridge Conference Advancing Bridge Technology Globally. . The Engineers' Society of Western Pennsylvania .
- De Corte , W. and Van Bogaert , Ph. 2007 . Improvements to the analysis of floorbeams with additional web cutouts for orthotropic plated decks with closed continuous ribs . Steel and Composite Structures, An International Journal , 7 ( 1 ) : 1 – 18 .
- Haibach , E. and Pläsil , I. 1983 . Untersuchungen zur Betriebsfestigkeit von Stahlleichtfahrbahnen mit Trapezhohlsteifen im Eisenbahnbrückenbau . Der Stahlbau , 9 : 269 – 274 . [in German]
- Kolstein , M. H. 2007 . Fatigue classification of welded joints in orthotropic steel bridge decks Thesis (PhD). University of Delft, The Netherlands
- Lehrke , H. 1995 . Common synthesis report: measurements and interpretation of dynamic loads on bridges, phase 4: fatigue strength of steel bridges Annex A, ECCS, Brussels
- Tsakopoulos , P. A. and Fisher , J. 2005 . Fatigue performance and design refinements of steel orthotropic deck panels based on full-scale laboratory tests . Steel Structures , 5 : 211 – 223 .
- Wolchuk , R. 2007 . Discussion of ‘Consistent approach to calculating stresses for fatigue design of welded rib-to-web connections in steel orthotropic bridge decks’ . Journal of Bridge Engineering , 12 ( 6 ) : 811 – 812 .
- Wolchuk , R. and Ostapenko , A. 1992 . Secondary stresses in closed orthotropic deck ribs at floor beams . Journal of Structural Engineering , 118 ( 2 ) : 582 – 595 .