Renovation of Orthotropic Steel Bridge Decks
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Paul Quist
Ron Pepers Albert Reitsema |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Published in: | IABSE Conference, Rotterdam, May 2013 | ||||
|
|||||
| Page(s): | 508-509 | ||||
| Total no. of pages: | 6 | ||||
| Year: | 2013 | ||||
| DOI: | 10.2749/222137813806521298 | ||||
| Abstract: |
This paper is about the renovation of orthotropic steel deck bridges. It proposes a new solution for placing an overlay of prefabricated HSRC elements on the bridge deck to prevent fatigue damage. |
||||
| Keywords: |
fatigue renovation Orthotropic steeldeck bridges prefab overlay high strength reinforced concrete (HSRC) no shear connection flexible interlayer
|
||||