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  • Enochsson, Ola (author)

Structural health monitoring of a concrete bridge in Sweden

  • Article/chapterEnglish2006

Publisher, publication year, extent ...

  • SPIE,2006
  • printrdacarrier

Numbers

  • LIBRIS-ID:oai:DiVA.org:ltu-29569
  • https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-29569URI
  • https://doi.org/10.1117/12.663988DOI

Supplementary language notes

  • Language:English
  • Summary in:English

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  • Subject category:ref swepub-contenttype
  • Subject category:art swepub-publicationtype

Notes

  • Validerad;2006;20080822 (ysko);Konferensartikel i tidskrift;Bibliografisk uppgift: Volumne: 6176
  • Over the past decade the interests in upgrading, assessment and maintenance of our ageing infrastructure has grown avalanche-like. The main reason is economical aspects but also reasons due to accessibility environmental consideration play a vital role. Recently the Swedish and Norwegian Railway Association decided to upgrade the Iron Ore Line "Malmbanan", a railway line for transportation of iron from northern Sweden to the coasts of Norway and Sweden. Here the owner wanted to increase the axle loads from 25 to 30 tons to reduce the transportation costs. In one of the cases, the Luossajokk Bridge, a recalculation according to design codes showed that the increased axle loads would exceed the yield limit in the reinforcement. Before any decision was taken regarding strengthening or replacing the bridge an assessment with probabilistic methods was used. It appeared that the bridge could carry the higher load with a safety index β ≥ 4.7 for reasonable assumptions of the load distributions. A measurement system was installed to check the real worst placement of the new iron ore locomotive (IORE), and the actually level of strains in the reinforcement for the worst load case1. It was shown that the strain level was far from critical and that the evaluated worst placement of the locomotive was almost correct2. To assure a reliable transportation a long term monitoring program was arranged to check the development of strains with time. Examples from the probabilistic evaluation and the monitoring of the bridge are given and discussed.

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  • Täljsten, BjörnLuleå tekniska universitet,Byggkonstruktion och -produktion(Swepub:ltu)bjotal (author)
  • Olofsson, ThomasLuleå tekniska universitet,Byggkonstruktion och -produktion(Swepub:ltu)thoolo (author)
  • Luleå tekniska universitetByggkonstruktion och -produktion (creator_code:org_t)

Related titles

  • In:Proceedings of SPIE, the International Society for Optical Engineering: SPIE6176:180277-786X1996-756X

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By the author/editor
Enochsson, Ola
Täljsten, Björn
Olofsson, Thomas
About the subject
ENGINEERING AND TECHNOLOGY
ENGINEERING AND ...
and Civil Engineerin ...
and Infrastructure E ...
ENGINEERING AND TECHNOLOGY
ENGINEERING AND ...
and Civil Engineerin ...
and Construction Man ...
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Proceedings of S ...
By the university
Luleå University of Technology

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