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Campo DC | Valor | Lengua/Idioma |
---|---|---|
dc.contributor.author | Baño, Vanesa | - |
dc.contributor.author | Godoy, Daniel | - |
dc.contributor.author | Figueredo, Diego | - |
dc.contributor.author | Vega, Abel | - |
dc.coverage.spatial | Uruguay | es |
dc.date.accessioned | 2020-02-27T14:11:56Z | - |
dc.date.available | 2020-02-27T14:11:56Z | - |
dc.date.issued | 2018 | - |
dc.identifier.citation | Baño, V., Godoy, D., Figueredo, D. y otros. Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine. En : Materials [en línea]. Basel : MDPI, 2018, vol.11, no.12, p. 2436, ISSN 1996-1944. DOI: https://doi.org/10.3390/ma11122436. | es |
dc.identifier.issn | 1996-1944 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.12008/23170 | - |
dc.description.abstract | The main objective of this work was to study the structural viability of using small-diameter logs of Uruguayan Loblolly/Slash pine, mainly from thinning operations, to design cross-laminated timber (CLT) panels. A visual grade named “CTH” (coniferous thinning) was proposed, and 45 specimens of sawn timber boards were tested, resulting in 51% lower bending strength than that of the minimum strength class C14. Subsequently, 20 CLT panels were manufactured and experimentally tested, the results showed that the bending strength of the CLT panels was 43% above that of the individual layers. Additionally, the structural performance of the CLT panels for use in floors was calculated, and the thickness-span relationship depending on strength class and imposed load are presented. Results showed than the use of CTH timber to design CLT floors implies a volume (m3/m2) 17% higher than that using C24 timber. | en |
dc.format.extent | 16 p. | es |
dc.format.mimetype | application/pdf | es |
dc.language.iso | en | en |
dc.publisher | MDPI | es |
dc.relation.isformatof | es | |
dc.relation.ispartof | Materials, vol.11, no.12, p. 2436, Nov. 2018, https://doi.org/10.3390/ma11122436 | es |
dc.rights | Las obras depositadas en el Repositorio se rigen por la Ordenanza de los Derechos de la Propiedad Intelectual de la Universidad de la República.(Res. Nº 91 de C.D.C. de 8/III/1994 – D.O. 7/IV/1994) y por la Ordenanza del Repositorio Abierto de la Universidad de la República (Res. Nº 16 de C.D.C. de 07/10/2014) | es |
dc.subject | Cross-laminated timber | en |
dc.subject | CLT | en |
dc.subject | Characterization | en |
dc.subject | Structural performance | en |
dc.subject | Small-diameter logs | en |
dc.subject | Thinning operations | en |
dc.subject | Pinus taeda/Pinus elliotii | en |
dc.subject | Bending tests | en |
dc.subject.other | MADERA | es |
dc.title | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine | en |
dc.type | Artículo | es |
dc.contributor.filiacion | Baño Vanesa, Universidad de la República (Uruguay). Facultad de Ingeniería. | - |
dc.contributor.filiacion | Godoy Daniel, Universidad de la República (Uruguay). Facultad de Ingeniería. | - |
dc.contributor.filiacion | Figueredo Diego, Universidad de la República (Uruguay). Facultad de Ingeniería. | - |
dc.contributor.filiacion | Vega Abel | - |
dc.rights.licence | Licencia Creative Commons Atribución (CC - By 4.0) | es |
Aparece en las colecciones: | Publicaciones académicas y científicas - Facultad de Ingeniería |
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BGFV18.pdf | Artículo | 14,14 MB | Adobe PDF | Visualizar/Abrir |
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