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dc.contributor.authorSha, Yanyan
dc.contributor.authorAmdahl, Jørgen
dc.contributor.authorLiu, Kun
dc.date.accessioned2021-04-12T11:11:34Z
dc.date.available2021-04-12T11:11:34Z
dc.date.created2019-07-08T19:41:25Z
dc.date.issued2019-10
dc.identifier.citationSha, Y., Amdahl, J., Liu, K. (2019) Design of steel bridge girders against ship forecastle collisions. Engineering structures, 196, 1-14.en_US
dc.identifier.issn0141-0296
dc.identifier.urihttps://hdl.handle.net/11250/2737297
dc.description.abstractA key aspect in the design of mega bridge structures across navigable waterways is to ensure bridge safety with respect to accidental ship collisions. Special attention has been paid to providing sufficient impact resistance for bridge sub-structures including piers and pylons. However, the collision design of bridge super-structures such as bridge girders is commonly neglected. In this paper, high-fidelity finite element models of a ship bow and a bridge girder are established. Numerical simulations are conducted to study the structural response of the bridge girder subjected to impact from the ship forecastle. Based on the simulation results, design considerations of bridge girders against ship forecastle collision loads are discussed. The effects of the impact location and relative structural strength are also investigated. A simple but effective strengthening method is proposed to increase the collision resistance of steel bridge girders.en_US
dc.language.isoengen_US
dc.publisherElsevier Ltd.en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.subjectkonstruksjoner og materialeren_US
dc.subjectskipskonstruksjonen_US
dc.titleDesign of steel bridge girders against ship forecastle collisionsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holder© 2019 The Authors.en_US
dc.subject.nsiVDP::Teknologi: 500::Bygningsfag: 530::Konstruksjonsteknologi: 533en_US
dc.source.pagenumber1-14en_US
dc.source.volume196en_US
dc.source.journalEngineering structuresen_US
dc.identifier.doi10.1016/j.engstruct.2019.109277
dc.identifier.cristin1710711
dc.source.articlenumber109277en_US
cristin.unitcode217,8,5,0
cristin.unitnameInstitutt for maskin, bygg og materialteknologi
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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