Security determination in timber structures.  Ultimate Load in Critical Sections

Lima, Luis; Tortoriello, Miguel; Cobas, Ana Clara; Cichero, Renso

dc.rights.license	https://creativecommons.org/licenses/by-nc-nd/2.5/ar/	es_ES
dc.creator	Lima, Luis	es_ES
dc.creator	Tortoriello, Miguel	es_ES
dc.creator	Cobas, Ana Clara	es_ES
dc.creator	Cichero, Renso	es_ES
dc.date.accessioned	2022-03-03T17:22:50Z
dc.date.available	2022-03-03T17:22:50Z
dc.date.issued	2022-03
dc.identifier.citation	Lima, L.; Tortoriello, M.; Cobas, A.C. y Cichero, R. 2021. Security determination in timber structures.Ultimate Load in Critical Sections. Procedia Structural Integrity. Vol 37. Elsevier B.V.	es_ES
dc.identifier.issn	2452-3216	es_ES
dc.identifier.uri	https://repositorio.unnoba.edu.ar:8080/xmlui/handle/23601/208
dc.description.abstract	To calculate structural security it is necessary to determine its failure mechanism. In elasto-plastic materials like timber, structural ultimate load arrives when in an n-degree hyperstatic structure the (n+1) plastic hinge is produced. Consequently, to calculate structural ultimate loads, the modelling of the basic failure mechanism of timber elements is necessary. In this paper, we propose basic ultimate load models of willow timber elements experimentally determined. They are models of compression, tension and flexural failure mechanisms in elements with a rectangular cross section. Numerical results will be included.	es_ES
dc.description.sponsorship	Fil: Lima, Luis. Universidad Nacional del Noroeste de la provincia de Buenos Aires. LEMEJ; Argentina.	es_ES
dc.description.sponsorship	Fil: Tortoriello, Miguel. Unbiversidad Nacional del Noroeste de la provincia de Buenos Aires. LEMEJ; Argentina.	es_ES
dc.description.sponsorship	Fil: Cobas, Ana Clara. Universidad Nacional del Noroeste de la provincia de Buenos Aires. LEMEJ.CONICET; Argentina.	es_ES
dc.description.sponsorship	Fil: Cichero, Renso. Universidad Nacional del Noroeste de la provincia de Buenos Aires. LEMEJ; Argentina.	es_ES
dc.format	application/pdf	es_ES
dc.language.iso	eng	es_ES
dc.publisher	ELSEVIER B.V.	es_ES
dc.rights	info:eu-repo/semantics/openAccess	es_ES
dc.source	Structural Integrity Procedia	es_ES
dc.subject	Structural security	es_ES
dc.subject	Failure mechanism	es_ES
dc.subject	Willow timber	es_ES
dc.title	Security determination in timber structures. Ultimate Load in Critical Sections	es_ES
dc.type	info:eu-repo/semantics/article	es_ES
dc.type	info:ar-repo/semantics/artículo	es_ES
dc.type	info:eu-repo/semantics/publishedVersion	es_ES
dc.type	info:eu-repo/semantics/article	es_ES
dc.type	info:ar-repo/semantics/artículo	es_ES
dc.type	info:eu-repo/semantics/publishedVersion	es_ES
dc.type	info:eu-repo/semantics/article	es_ES
dc.type	info:ar-repo/semantics/artículo	es_ES
dc.type	info:eu-repo/semantics/publishedVersion	es_ES
dc.description.version	Con referato	es_ES
dc.relation.publisherversion	https://doi.org/10.1016/j.prostr.2022.01.130	es_ES