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Transformed-section method applied to multispecies glulam timber beams subjected to pure bending

dc.contributor.authorTimbolmas, Cristian Ioan 
dc.contributor.authorBravo Pareja, Rafael 
dc.contributor.authorRescalvo Fernández, Francisco José 
dc.contributor.authorPortela, María
dc.date.accessioned2025-12-22T09:43:11Z
dc.date.available2025-12-22T09:43:11Z
dc.date.issued2021-09-22
dc.identifier.citationPublished version: Timbolmas, C., Bravo, R., Rescalvo, F.J. & Portela, M. (2021). Transformed-section method applied to timber sections with different behavior in tension and compression subjected to pure bending. Mechanics of advanced materials and structures. (29), 27. Taylor & Francis. https://doi.org/10.1080/15376494.2021.1985665es_ES
dc.identifier.issn1537-6494
dc.identifier.issn1537-6532
dc.identifier.urihttps://hdl.handle.net/10481/109101
dc.descriptionThis work was supported by the Ministerio de Economía, Industria y Competitividad under Grants BIA2017-82650-R and PID2020-114386RB-I00es_ES
dc.description.abstractAn analytical model, based on the Parallel axis theorem (Steiner theorem) and the procedure of the transformed-section method applied for the evaluation of the elastic moduli of composite timber beams, with different tensile-compressive elastic behaviour, is proposed. A comparison between experimental and analytic results has been made on multispecies glulam beams (Pine and Platanus timber), compared with mono-species ones. As well, the work presents the results of a parametric analysis, based on the global modulus and the equivalent moduli in tension and compression.es_ES
dc.description.sponsorshipMinisterio de Economía, Industria y Competitividad, BIA2017-82650-R and PID2020-114386RB-I00es_ES
dc.language.isoenges_ES
dc.publisherTaylor and Francises_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectTransformed-section methodes_ES
dc.subjectComposite glulam beamses_ES
dc.subjectMultispecies timber beamses_ES
dc.titleTransformed-section method applied to multispecies glulam timber beams subjected to pure bendinges_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doi10.1080/15376494.2021.1985665
dc.type.hasVersionAMes_ES


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