| dc.contributor.author | Timbolmas, Cristian Ioan | |
| dc.contributor.author | Bravo, R. | |
| dc.contributor.author | Rescalvo Fernández, Francisco José | |
| dc.contributor.author | Portela, M. | |
| dc.date.accessioned | 2022-11-25T07:02:25Z | |
| dc.date.available | 2022-11-25T07:02:25Z | |
| dc.date.issued | 2021 | |
| dc.identifier.citation | Cristian 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: 10.1080/15376494.2021.1985665 | es |
| dc.identifier.issn | 15376494 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.12251/2681 | |
| dc.description.abstract | An 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, LLC. | es |
| dc.language.iso | eng | es |
| dc.publisher | Taylor and Francis Ltd. | es |
| dc.title | Transformed-section method applied to multispecies glulam timber beams subjected to pure bending | es |
| dc.type | article | es |
| dc.identifier.doi | 10.1080/15376494.2021.1985665 | |
| dc.identifier.url | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85118332120&doi=10.1080%2f15376494.2021.1985665&partnerID=40&md5=46155d2f80335648e690f790b984d200 | es |
| dc.issue.number | | es |
| dc.journal.title | Mechanics of Advanced Materials and Structures | es |
| dc.page.initial | | es |
| dc.page.final | | es |
| dc.subject.keyword | Madera contralaminada | es |
| dc.subject.keyword | Madera estructural | es |
| dc.subject.keyword | Resistencia a flexión | es |
| dc.subject.keyword | Resistencia mecánica | es |
| dc.subject.keyword | Material de construcción | es |
| dc.subject.keyword | Ensayos (propiedades o materiales) | es |
| dc.subject.unesco | 3106.05 Productos | es |
| dc.subject.unesco | 3305.33 Resistencia de Estructuras | es |
| dc.subject.unesco | 3313.04 Material de Construcción | es |
| dc.subject.unesco | 3312.08 Propiedades de Los Materiales | es |
| dc.subject.unesco | 3312.12 Ensayo de Materiales | es |
| dc.subject.unesco | 3312.09 Resistencia de Materiales | es |
| dc.volume.number | | es |
