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dc.contributor.authorAzad, Zeeshan
dc.contributor.authorSingh, Harpal
dc.contributor.authorNicoletti, Vanni
dc.date.accessioned2024-01-18T13:35:48Z
dc.date.available2024-01-18T13:35:48Z
dc.date.issued2023-12-23
dc.description.abstractThis paper thoroughly examines the application of the Finite Element Method (FEM) to the numerical modal analysis of Herøysund Bridge, focusing on the theoretical backdrop, the construction process, and FEM techniques. This work examines the specific applied FEM approaches and their advantages and disadvantages. This Herøysund Bridge analysis employs a two-pronged strategy consisting of a 3D–solid model and a shell model. To forecast the physical behavior of a structure, assumptions, modeling methodologies, and the incorporation of specific components such as pillars are applied to both approaches. This research also emphasizes the importance of boundary conditions, examining the structural effects of standard Earth gravity, a post-tensioned load, and a railing and asphalt load. The Results section thoroughly explores the mode shapes and frequencies of the 3D–solid and shell models. The conclusion of this work includes findings obtained from the study, implications for Herøysund Bridge, and a comparison of both modeling strategies. It also incorporates ideas for future research and guides employing FEM 3D–solid and shell methods to design and construct more efficient, resilient, and durable bridge structures.en_US
dc.identifier.citationAzad Z, Singh H, Nicoletti. Shell-Based Finite Element Modeling of Herøysund Bridge in Norway. Modelling. 2024;5(1):71-84en_US
dc.identifier.cristinIDFRIDAID 2219279
dc.identifier.doihttps://doi.org/10.3390/modelling5010005
dc.identifier.issn2673-3951
dc.identifier.urihttps://hdl.handle.net/10037/32621
dc.language.isoengen_US
dc.publisherMDPIen_US
dc.relation.journalModelling
dc.rights.accessRightsopenAccessen_US
dc.rights.holderCopyright 2023 The Author(s)en_US
dc.rights.urihttps://creativecommons.org/licenses/by/4.0en_US
dc.rightsAttribution 4.0 International (CC BY 4.0)en_US
dc.titleShell-Based Finite Element Modeling of Herøysund Bridge in Norwayen_US
dc.type.versionpublishedVersionen_US
dc.typeJournal articleen_US
dc.typeTidsskriftartikkelen_US
dc.typePeer revieweden_US


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Attribution 4.0 International (CC BY 4.0)
Except where otherwise noted, this item's license is described as Attribution 4.0 International (CC BY 4.0)