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dc.contributor.authorBagge, Niklas
dc.contributor.authorPopescu, Cosmin
dc.contributor.authorElfgren, Lennart
dc.date.accessioned2020-02-07T10:07:54Z
dc.date.available2020-02-07T10:07:54Z
dc.date.created2017-11-24T10:32:52Z
dc.date.issued2017
dc.identifier.citationStructure and Infrastructure Engineering. 2017, .nb_NO
dc.identifier.issn1573-2479
dc.identifier.urihttp://hdl.handle.net/11250/2640265
dc.description.abstractFull-scale failure tests of bridges are important for improving understanding of bridges’ behaviour and refining assessment methods. However, such experiments are challenging, often expensive, and thus rare. This paper provides a review of failure tests on concrete bridges, focusing on lessons from them. In total, 40 tests to failure of 30 bridges have been identified. These include various types of bridges, with reinforced concrete or prestressed concrete superstructures, composed of slabs, girders and combinations thereof. Generally, the tests indicated that theoretical calculations of the load-carrying capacity based on methods traditionally used for design and assessment provide conservative estimates. It can also be concluded that almost a third of the experiments resulted in unexpected types of failures, mainly shear instead of flexure.In addition, differences between theoretical and tested capacities are often apparently due to inaccurate representation of geometry, boundary conditions and materials.
dc.language.isoengnb_NO
dc.relation.urihttp://dx.doi.org/10.1080/15732479.2017.1350985
dc.titleFailure tests on concrete bridges: Have we learnt the lessons?nb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersion
dc.source.pagenumber29nb_NO
dc.source.journalStructure and Infrastructure Engineeringnb_NO
dc.identifier.doi10.1080/15732479.2017.1350985
dc.identifier.cristin1518041
cristin.unitcode6228,0,0,0
cristin.unitnameNorthern Research Institute Narvik AS
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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