Temperatures during Weld Repair on Orthotropic Steel Decks
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Détails bibliographiques
| Auteur(s): |
Rudolf Ároch
(Slovak University of Technology, Department of Steel and Timber Structures, Bratislava, Slovakia)
Tomáš Klas (Slovak University of Technology, Department of Steel and Timber Structures, Bratislava, Slovakia) Adam Petrík (Slovak University of Technology, Department of Steel and Timber Structures, Bratislava, Slovakia) Martin Vitásek (ZMV Ltd., Bratislava, Slovakia) Daniel Szabó (Slovak University of Technology, Department of Building Construction, Bratislava, Slovakia) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
| Publié dans: | IABSE Symposium Prague 2022 | ||||
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| Page(s): | 1196-1203 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/prague.2022.1196 | ||||
| Abstrait: |
The paper describes one particular problem connected with the repair of fatigue cracks in the stiffener-to-deck plate welds of orthotropic decks of road bridges. The bottom layers of the deck surface could be locally influenced by high temperatures due to welding on the bottom side of the deck plate. This fact is especially important when the mastic asphalt was only recently replaced and should not be damaged. Therefore, the repair procedure must be carefully proposed and executed. |
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| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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