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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 Municio, Miguel Ángel
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.centerE.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.subject3310 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
person.familyNameSalete Casino
person.givenNameEduardo
person.identifier.orcid0000-0003-1863-9972
relation.isAuthorOfPublication86523637-0995-45f4-81c6-3440ed55bb88
relation.isAuthorOfPublication.latestForDiscovery86523637-0995-45f4-81c6-3440ed55bb88
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