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Numerical modeling of cracked arch dams. Effect of open joints during the construction phase

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dc.contributor.authorConde, André
dc.contributor.authorSalete Casino, Eduardo
dc.contributor.authorToledo, Miguel Á.
dc.date.accessioned2025-01-09T09:07:35Z
dc.date.available2025-01-09T09:07:35Z
dc.date.issued2024-03-24
dc.descriptionLa versión registrada de este artículo, publicado por primera vez en Infrastructures 2024, 9, 48, está disponible en línea en el sitio web del editor: https://doi.org/10.3390/ infrastructures9030048. The registered version of this article, first published in Infrastructures 2024, 9, 48, is available online on the publisher's website: https://doi.org/10.3390/ infrastructures9030048.
dc.description.abstractRunning a numerical model for a cracked arch dam that takes into account all the particularities of the materials and dam with a high level of detail has a great computational cost involved. For this reason, it is usual to simplify such a model in search of a simpler solution while preserving the characteristic of being representative, with all the particularities that the model of an arch dam has. A common simplification lies in not considering open transverse joints in the construction phase of a cracked dam. An aim of this study is to propose a methodology that combines open joints and cracking, something on which, to the authors’ knowledge, no studies have been published. An additional goal is a study of the need and adequacy of different approaches on performance (computational time) and its consequences for model accuracy. For this purpose, an accurate methodology for a stationary finite element method numerical simulation of deformations in cracked arch dams is presented. Using a tetrahedron mesh of a real dam, different simplifications commonly used in numerical models are compared. It is concluded that some of the standard simplifications produce a significant effect on the computation time and accuracy of the results.en
dc.description.versionversión publicada
dc.identifier.citationConde, A.; Salete, E.; Toledo, M.Á. Numerical Modeling of Cracked Arch Dams. Effect of Open Joints during the Construction Phase. Infrastructures 2024, 9, 48. https://doi.org/10.3390/ infrastructures9030048
dc.identifier.doihttps://doi.org/10.3390/ infrastructures9030048
dc.identifier.issn2412-3811
dc.identifier.urihttps://hdl.handle.net/20.500.14468/25137
dc.journal.issue48
dc.journal.titleInfrastructures
dc.journal.volume9
dc.language.isoes
dc.publisherMDPI
dc.relation.centerFacultades y escuelas::E.T.S. de Ingenieros Industriales
dc.relation.departmentIngeniería de Construcción y Fabricación
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.es
dc.subject33 Ciencias Tecnológicas::3310 Tecnología industrial
dc.subject.keywordsArch damen
dc.subject.keywordsFEMen
dc.subject.keywordscracksen
dc.subject.keywordstransversal jointsen
dc.titleNumerical modeling of cracked arch dams. Effect of open joints during the construction phaseen
dc.typeartículoes
dc.typejournal articleen
dspace.entity.typePublication
relation.isAuthorOfPublication86523637-0995-45f4-81c6-3440ed55bb88
relation.isAuthorOfPublication.latestForDiscovery86523637-0995-45f4-81c6-3440ed55bb88
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