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dc.contributor.authorTimbolmas, Cristian Ioan
dc.contributor.authorBravo, R.
dc.contributor.authorRescalvo Fernández, Francisco José
dc.contributor.authorPortela, M.
dc.identifier.citationCristian Timbolmas, Rafael Bravo, Francisco J. Rescalvo & María Portela (2021) Transformed-section method applied to multispecies glulam timber beams subjected to pure bending, Mechanics of Advanced Materials and Structures, DOI: 10.1080/15376494.2021.1985665es
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 behavior, 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. © 2021 Taylor & Francis Group,
dc.publisherTaylor and Francis
dc.titleTransformed-section method applied to multispecies glulam timber beams subjected to pure bendinges
dc.journal.titleMechanics of Advanced Materials and Structureses
dc.subject.keywordMadera contralaminadaes
dc.subject.keywordMadera estructurales
dc.subject.keywordResistencia a flexiónes
dc.subject.keywordResistencia mecánicaes
dc.subject.keywordMaterial de construcciónes
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.unesco3106.05 Productoses
dc.subject.unesco3305.33 Resistencia de Estructurases
dc.subject.unesco3313.04 Material de Construcciónes
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses

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