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Condition assessment of concrete bridges in Sweden
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2005 (English)In: Concrete repair, rehabilitation and retrofitting / [ed] Mark G. Alexander; Hans-Dieter Beushausen; Frank Dehn; Pilate Moyo, London: Taylor and Francis Group , 2005, p. 257-259Conference paper, Published paper (Refereed)
Abstract [en]

Examples are given of methods used and results obtained from two bridges assessed in Sweden. The following sectional forces were critical: (a) Bending, shear and fatigue in a two-span railway trough bridge and (b) Shear and torsion in a three-span prestressed cantilever box girder road bridge. In the assessments we evaluated material properties, loads and load carrying capacity using deterministic and probabilistic methods

Place, publisher, year, edition, pages
London: Taylor and Francis Group , 2005. p. 257-259
National Category
Construction Management Infrastructure Engineering
Research subject
Construction Engineering and Management; Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-32874Local ID: 78302e00-7199-11db-962b-000ea68e967bISBN: 0-415-39656-5 (print)OAI: oai:DiVA.org:ltu-32874DiVA, id: diva2:1006108
Conference
International Conference on Concrete Repair, Rehabilitation and Retrofitting : 21/11/2005 - 23/11/2005
Note
Godkänd; 2005; Bibliografisk uppgift: extended abstract p 257-259, full length paper, 8 pp, on enclosed CD; 20061111 (ysko)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2018-03-26Bibliographically approved

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Enochsson, OlaPuurula, ArtoStenlund, AndersThun, HåkanNilsson, MartinTäljsten, BjörnOlofsson, ThomasElfgren, Lennart

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf