Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity

Wim Nagy, Hans De Backer, Glenn Thierens, Hendrik Blontrock, Philippe Van Bogaert, Kristel Reynaert, Johan Maljaars

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

Abstract

Orthotropic Steel Decks (OSDs) are widely used in long span bridges because of their extremely light weight when compared to their load carrying capacity. These deck types typically consist of a grillage of closed trapezoidal longitudinal stiffeners and transverse web stiffeners, welded to a deck plate. As a result, fatigue problems occur due to the extensive use of complex welded connections. Unfortunately, fatigue effects have often been overlooked during design, which was also the case for an important multiple span box girder viaduct in Belgium (1978). Due to a renovation program of the ring road around Brussels, the number of traffic lanes on the viaduct should be extended from three to four. As a result, questions have been raised about the current structural health of the OSD due to fatigue and future fatigue damage accumulation. Therefore, extensive FEM analyses have been performed, taking into account various parameters such as increased traffic volume and accompanying axle loads, historical positions of the heavy lanes, historical road pavements and their temperature-dependent load spreading effects. In conclusion, accurate fatigue damages have been determined for all fatigue details. Therefore, focused inspections and design solutions can be provided, resulting in a durable bridge management for the next 60 years.

Original languageEnglish
Title of host publication20th Congress of IABSE, New York City 2019
Subtitle of host publicationThe Evolving Metropolis - Report
PublisherInternational Association for Bridge and Structural Engineering
Pages712-718
Number of pages7
ISBN (Electronic)9783857481659
Publication statusPublished - 1 Jan 2019
Event20th IABSE Congress, New York City 2019: The Evolving Metropolis - New York City, United States
Duration: 4 Sep 20196 Sep 2019

Conference

Conference20th IABSE Congress, New York City 2019: The Evolving Metropolis
CountryUnited States
CityNew York City
Period4/09/196/09/19

Fingerprint

Fatigue of materials
Steel
Fatigue damage
Axles
Load limits
Pavements
Inspection
Health
Finite element method
Temperature

Keywords

  • Asphalt surfacing
  • Fatigue damage
  • Orthotropic steel deck bridge
  • Renovation

Cite this

Nagy, W., De Backer, H., Thierens, G., Blontrock, H., Van Bogaert, P., Reynaert, K., & Maljaars, J. (2019). Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity. In 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report (pp. 712-718). International Association for Bridge and Structural Engineering.
Nagy, Wim ; De Backer, Hans ; Thierens, Glenn ; Blontrock, Hendrik ; Van Bogaert, Philippe ; Reynaert, Kristel ; Maljaars, Johan. / Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity. 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. International Association for Bridge and Structural Engineering, 2019. pp. 712-718
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abstract = "Orthotropic Steel Decks (OSDs) are widely used in long span bridges because of their extremely light weight when compared to their load carrying capacity. These deck types typically consist of a grillage of closed trapezoidal longitudinal stiffeners and transverse web stiffeners, welded to a deck plate. As a result, fatigue problems occur due to the extensive use of complex welded connections. Unfortunately, fatigue effects have often been overlooked during design, which was also the case for an important multiple span box girder viaduct in Belgium (1978). Due to a renovation program of the ring road around Brussels, the number of traffic lanes on the viaduct should be extended from three to four. As a result, questions have been raised about the current structural health of the OSD due to fatigue and future fatigue damage accumulation. Therefore, extensive FEM analyses have been performed, taking into account various parameters such as increased traffic volume and accompanying axle loads, historical positions of the heavy lanes, historical road pavements and their temperature-dependent load spreading effects. In conclusion, accurate fatigue damages have been determined for all fatigue details. Therefore, focused inspections and design solutions can be provided, resulting in a durable bridge management for the next 60 years.",
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Nagy, W, De Backer, H, Thierens, G, Blontrock, H, Van Bogaert, P, Reynaert, K & Maljaars, J 2019, Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity. in 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. International Association for Bridge and Structural Engineering, pp. 712-718, 20th IABSE Congress, New York City 2019: The Evolving Metropolis, New York City, United States, 4/09/19.

Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity. / Nagy, Wim; De Backer, Hans; Thierens, Glenn; Blontrock, Hendrik; Van Bogaert, Philippe; Reynaert, Kristel; Maljaars, Johan.

20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. International Association for Bridge and Structural Engineering, 2019. p. 712-718.

Research output: Chapter in Book/Report/Conference proceedingConference contributionAcademicpeer-review

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Nagy W, De Backer H, Thierens G, Blontrock H, Van Bogaert P, Reynaert K et al. Fatigue assessment of an existing orthotropic steel deck to comply with future traffic intensity. In 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report. International Association for Bridge and Structural Engineering. 2019. p. 712-718