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Assessment of Three Critically ASR-Deteriorated Bridges
As part of the Norwegian research project MESLA (Management and Extension of Service Life of infrastructures affected by Alkali-silica reactions (ASR)), three case studies are presented to illustrate various aspects of ASR deterioration in bridges: (1) Damaged bearings and support structures, (2) material degradation, (3) additional moments and their consequences. The three included bridges are a long bridge consisting of a suspension bridge and two reinforced concrete viaducts, a railway bridge which is a steel truss girder supported by slender reinforced concrete piers, and a 200 m culturally protected beam bridge.
Assessment of Three Critically ASR-Deteriorated Bridges
As part of the Norwegian research project MESLA (Management and Extension of Service Life of infrastructures affected by Alkali-silica reactions (ASR)), three case studies are presented to illustrate various aspects of ASR deterioration in bridges: (1) Damaged bearings and support structures, (2) material degradation, (3) additional moments and their consequences. The three included bridges are a long bridge consisting of a suspension bridge and two reinforced concrete viaducts, a railway bridge which is a steel truss girder supported by slender reinforced concrete piers, and a 200 m culturally protected beam bridge.
Assessment of Three Critically ASR-Deteriorated Bridges
RILEM Bookseries
Sanchez, Leandro F.M. (editor) / Trottier, Cassandra (editor) / Kanstad, Terje (author) / Stemland, Kathrine (author) / Rodum, Eva (author) / Lindgård, Jan (author)
International Conference on Alkali-Aggregate Reaction in Concrete ; 2024 ; Ottawa, ON, Canada
Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete ; Chapter: 48 ; 419-427
RILEM Bookseries ; 50
2024-05-06
9 pages
Article/Chapter (Book)
Electronic Resource
English
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