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Assessment of concrete bridges - Structural capacity: Experiences from full-scale testing to failure of a bridge in Kiruna
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering. WSP, Luleå, Sweden. (Konstruktionsteknik)ORCID iD: 0000-0001-8889-4237
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering. (Konstruktionsteknik)
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering. Norut Teknik, Norut, Norge. (Konstruktionsteknik)
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering. Skanska Teknik. (Konstruktionsteknik)
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2017 (English)In: Proceedings of the 23rd Nordic Concrete Research Symposium, Oslo, Norway, Oslo: Nordic Concrete Federation , 2017, 263-266 s, Oslo, 2017, 263-266 p.Conference paper, Published paper (Refereed)
Abstract [en]

To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carried out on a 55 year old five-span bridge with a length of 121 m in Kiruna in northern Sweden. Both non-destructive and destructive full-scale tests were performed. This paper presents results regarding methods for assessment of the structural capacity of concrete bridges.

Place, publisher, year, edition, pages
Oslo, 2017. 263-266 p.
Keyword [en]
Assessment, Cracking, Corrosion, Creep, Modelling, Pre-stress, Reinforcement, Structural Design, Sustainability, Testing
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-67268OAI: oai:DiVA.org:ltu-67268DiVA: diva2:1173771
Conference
23th Symposium on Nordic Concrete Research & Development, Aalborg, Denmark, 21 - 23 August 2017
Available from: 2018-01-14 Created: 2018-01-14 Last updated: 2018-01-14

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Bagge, NiklasElfgren, Lennart
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