Short-term analysis of timber-concrete composite bridges

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dc.contributorAalto-yliopistofi
dc.contributorAalto Universityen
dc.contributor.authorJaaranen, Joonasen_US
dc.contributor.authorSalokangas, Laurien_US
dc.contributor.authorFink, Gerharden_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.date.accessioned2020-06-25T08:38:31Z
dc.date.available2020-06-25T08:38:31Z
dc.date.issued2017en_US
dc.descriptionISSN 0284-5172 Papers presented at the conference were distributed on USB to participants at the conference.
dc.description.abstractTimber-concrete composite (TCC) structures have been studied intensively during the last decades and some analysis methods has been proposed, but mostly for floor construction. Applicability of different analysis methods for TCC bridge design were evaluated in a parametric study. In the evaluation, the influence of the parameters on the deformation, shear force in the connector, compressive stresses in the concrete deck and tensile stresses in the timber beam were investigated. The study was performed on a simply supported TCC beam, with span of 18 m, and with following parameters: different loads, connector arrangements, connector stiffnesses and cross-sectional dimensions. The results indicate large differences between the evaluated methods, in particular for beams with relatively low connector stiffness.en
dc.description.versionPeer revieweden
dc.format.extent10
dc.format.mimetypeapplication/pdfen_US
dc.identifier.citationJaaranen , J , Salokangas , L & Fink , G 2017 , Short-term analysis of timber-concrete composite bridges . in Conference proceedings, ICTB 2017, 3rd International Conference on Timber Bridges . SP rapport , no. 2017:26 , Swedish National Testing and Research Institute , International Conference on Timber Bridges , Skellefteå , Sweden , 26/06/2017 .en
dc.identifier.issn0284-5172
dc.identifier.otherPURE UUID: 53d42ac2-8ad1-438f-9e54-84bead88d660en_US
dc.identifier.otherPURE ITEMURL: https://research.aalto.fi/en/publications/53d42ac2-8ad1-438f-9e54-84bead88d660en_US
dc.identifier.otherPURE LINK: http://www.diva-portal.org/smash/get/diva2:1152913/FULLTEXT01.pdfen_US
dc.identifier.otherPURE LINK: http://www.diva-portal.org/smash/record.jsf?pid=diva2%3A1152913&dswid=3183en_US
dc.identifier.otherPURE FILEURL: https://research.aalto.fi/files/17359266/7073229_Jaaranen_10_s_ei_tietoa_voiko_julkaista.pdfen_US
dc.identifier.urihttps://aaltodoc.aalto.fi/handle/123456789/45135
dc.identifier.urnURN:NBN:fi:aalto-202006254092
dc.language.isoenen
dc.publisherRISE Research Institutes of Sweden
dc.relation.ispartofInternational Conference on Timber Bridgesen
dc.relation.ispartofseriesConference proceedings, ICTB 2017, 3rd International Conference on Timber Bridgesen
dc.relation.ispartofseriesSP rapporten
dc.relation.ispartofseriesissue 2017:26en
dc.rightsopenAccessen
dc.subject.keywordtimber-concrete compositeen_US
dc.subject.keywordbridgesen_US
dc.subject.keywordstructural analysisen_US
dc.subject.keywordcomposite beamen_US
dc.titleShort-term analysis of timber-concrete composite bridgesen
dc.typeConference article in proceedingsfi
dc.type.versionacceptedVersion
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