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dc.contributor.authorPeng, D.
dc.contributor.authorJones, R
dc.contributor.authorSingh, R.R.K.
dc.contributor.authorBerto, Filippo
dc.contributor.authorMcMillan, A.J.
dc.date.accessioned2019-02-26T11:54:39Z
dc.date.available2019-02-26T11:54:39Z
dc.date.created2018-11-26T13:18:12Z
dc.date.issued2018
dc.identifier.citationFatigue & Fracture of Engineering Materials & Structures. 2018, 41 (2), 314-322.nb_NO
dc.identifier.issn8756-758X
dc.identifier.urihttp://hdl.handle.net/11250/2587447
dc.description.abstractThis paper studies the prior effect of corrosion on fatigue on the growth of cracks that arise from natural corrosion in steel bridges. It is shown that these 2 effects need to be simultaneously analysed. If not, then the resulting life is not conservative. This paper presents a simple methodology for performing this coupled analysis.nb_NO
dc.language.isoengnb_NO
dc.publisherWileynb_NO
dc.titleOn the interaction between corrosion and fatigue which determines the remaining life of bridgesnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber314-322nb_NO
dc.source.volume41nb_NO
dc.source.journalFatigue & Fracture of Engineering Materials & Structuresnb_NO
dc.source.issue2nb_NO
dc.identifier.doi10.1111/ffe.12680
dc.identifier.cristin1635096
dc.description.localcodeThis is the peer reviewed version of an article, which has been published in final form at [https://doi.org/10.1111/ffe.12680]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.nb_NO
cristin.unitcode194,64,92,0
cristin.unitnameInstitutt for maskinteknikk og produksjon
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.fulltextpreprint
cristin.qualitycode2


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