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dc.contributor.authorChacón Flores, Rolando Antonio
dc.contributor.authorZorrilla Martínez, Rubén
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2015-10-23T14:12:46Z
dc.date.available2017-11-01T01:30:25Z
dc.date.issued2015-10
dc.identifier.citationChacon, R., Zorrilla, R. Structural health monitoring in incrementally launched steel bridges: patch loading phenomena modeling. "Automation in construction", Octubre 2015, vol. 58, p. 60-73.
dc.identifier.issn0926-5805
dc.identifier.urihttp://hdl.handle.net/2117/78202
dc.description.abstractIn this paper, a realistic nonlinear 3D simulation of an incrementally launched steel bridge girder is presented. The numerical simulation accounts for three sources of nonlinearity: geometry, material and boundary conditions. For the sake of depicting the capabilities of the presented numerical model in structural verifications, the study is focused on the patch loading field, a structurally complex phenomenon. Patch loading (or concentrated loading) is one of the most typically encountered structural verifications on incrementally launched steel 1-girders. The presented realistic simulation is based upon an experimentally calibrated numerical model and may provide relevant information at both design and construction stages. For the former, the predictive capabilities of the model for inferring the potential failure due to patch loading are depicted. For the latter, the results obtained are displayed in a way that may be useful for planning a Structural Health Monitoring (SHM) deployment aimed at controlling the patch loading-related phenomena in incrementally launched steel plate girders.
dc.format.extent14 p.
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subject.lcshIron and steel bridges--Inspection
dc.subject.otherpatch loading
dc.subject.otherbridge launching
dc.subject.otherilm
dc.subject.othercompressive edge loads
dc.subject.otherplate girder webs
dc.subject.otherconcentrated loads
dc.subject.othercomposite bridge
dc.subject.otheri-girders
dc.subject.othersystem
dc.subject.otherresistance
dc.subject.otherdesign
dc.subject.othermechanism
dc.subject.otherdeck
dc.titleStructural health monitoring in incrementally launched steel bridges: patch loading phenomena modeling
dc.typeArticle
dc.subject.lemacPonts d'acer -- Manteniment i reparació
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.doi10.1016/j.autcon.2015.07.001
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S0926580515001442
dc.rights.accessOpen Access
drac.iddocument16991775
dc.description.versionPostprint (author’s final draft)
upcommons.citation.authorChacon, R., Zorrilla, R.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameAutomation in construction
upcommons.citation.volume58
upcommons.citation.startingPage60
upcommons.citation.endingPage73


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