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Full-scale test to failure of a strengthened reinforced concrete bridge: calibration of assessment models for load-bearing capacities of existing bridges
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2008 (English)In: Nordic Concrete Research, ISSN 0800-6377, no 2, 131-142 p.Article in journal (Refereed) Published
Abstract [en]

A reinforced concrete railway trough bridge has been strengthened and loaded to failure. The aim was to test and calibrate methods developed in the European Research Project "Sustainable Bridges" regarding: (a) condition appraisal and inspection, (b) load carrying capacity analysis, (c) monitoring and (d) strengthening of existing bridges. The tested methods proved to be useful and to give accurate predictions. A failure in combined shear, bending and torsion was reached for an applied mid span load of 11,7 MN. This was well predicted by enhanced methods but 20 to 50 % higher than ultimate load evaluated according to predictions based on common codes and models.

Place, publisher, year, edition, pages
2008. no 2, 131-142 p.
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-3768Local ID: 199195a0-f1bc-11dd-ae0d-000ea68e967bOAI: oai:DiVA.org:ltu-3768DiVA: diva2:976629
Note
Validerad; 2008; Bibliografisk uppgift: Publication no 38. ISBN 978-82-8208-011-8; 20090203 (elfgren)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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Puurula, ArtoEnochsson, OlaThun, HåkanNordin, HåkanTäljsten, BjörnElfgren, Lennart
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CiteExportLink to record
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