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The influence of the elastic modulus on the finite element structural analysis of masonry arches
dc.contributor.authorQuinteros-Mayne, R.
dc.contributor.authorde Arteaga, I.
dc.contributor.authorGoñi-Lasheras, R.
dc.contributor.authorVillarino Otero, Alberto 
dc.contributor.authorVillarino, José Ignacio
dc.date.accessioned2024-01-23T17:13:24Z
dc.date.available2024-01-23T17:13:24Z
dc.date.issued2019
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/10366/154584
dc.description.abstract[EN]Given the importance of geometry in structural analysis of masonry arches, and taking into account the relationship between stress and deformation, this article presents the influence of the elastic modulus in the collapse mechanism and load for the more common geometries within the masonry arches, considering the effect of the rigidity in the numerical convergence, and the computational cost, within the ABAQUS finite element software. For this, four geometries subjected to ten different elastic modulus are analyzed. The results obtained by the ABAQUS Finite Element Software are compared with the software based on the rigid blocks theory, LimitState Ring.
dc.format.mimetypeapplication/pdf
dc.language.isoenges_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectElastic moduli
dc.subjectMasonry arch
dc.subjectFinite elements method
dc.subjectABAQUS
dc.subjectStructural analysis
dc.subjectLimit analysis
dc.titleThe influence of the elastic modulus on the finite element structural analysis of masonry archeses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publishversionhttps://doi.org/10.1016/j.conbuildmat.2019.06.013
dc.subject.unesco33 Ciencias tecnológicases_ES
dc.identifier.doi10.1016/J.CONBUILDMAT.2019.06.013
dc.rights.accessRightsinfo:eu-repo/semantics/embargoedAccesses_ES
dc.journal.titleConstruction and Building Materialses_ES
dc.volume.number221es_ES
dc.page.initial614es_ES
dc.page.final626es_ES
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones_ES


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Internacional