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Full-Scale Test to Failure of a Prestressed Concrete Bridge in Kiruna
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0001-8889-4237
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-5154-7044
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-8682-876X
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
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2014 (English)In: Nordic Concrete Research, ISSN 0800-6377, Vol. 50, p. 83-86Article in journal (Refereed) Published
Abstract [en]

To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests areplanned for a 50 year old five-span bridge with a length of 121 m in Kiruna in northern Sweden.Both non-destructive and destructive full-scale tests will be performed. This paper summarisesthe test programme, which comprises evaluation of the structural behaviour of the bridge, theresidual forces in the prestressed steel, methods for strengthening using carbon fibre reinforcedpolymers (CFRP) and the shear resistance of the bridge slab.

Place, publisher, year, edition, pages
2014. Vol. 50, p. 83-86
Keywords [en]
Assessment, Pre-stress, Shear Resistance, Strengthening, Fibres, Reinforcement, Repair, Structural Design, Testing
National Category
Infrastructure Engineering
Research subject
Structural Engineering; Attractive built environment (AERI)
Identifiers
URN: urn:nbn:se:ltu:diva-40183Local ID: f3533c9c-4cdc-4ff4-aa92-a878cf88e5beOAI: oai:DiVA.org:ltu-40183DiVA, id: diva2:1013706
Conference
Nordic Concrete Research Symposia : 13/08/2014 - 15/08/2014
Note

Godkänd; 2014; 20140829 (nikbag); Konferensartikel i tidskrift

Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2022-09-02Bibliographically approved

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