Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine
Resumen:
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.
| 2018 | |
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Cross-laminated timber CLT Characterization Structural performance Small-diameter logs Thinning operations Pinus taeda/Pinus elliotii Bending tests MADERA |
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| Inglés | |
| Universidad de la República | |
| COLIBRI | |
| https://hdl.handle.net/20.500.12008/23170 | |
| Acceso abierto | |
| Licencia Creative Commons Atribución (CC - By 4.0) |
| _version_ | 1807522888674181120 |
|---|---|
| author | Baño, Vanesa |
| author2 | Godoy, Daniel Figueredo, Diego Vega, Abel |
| author2_role | author author author |
| author_facet | Baño, Vanesa Godoy, Daniel Figueredo, Diego Vega, Abel |
| author_role | author |
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| collection | COLIBRI |
| dc.contributor.filiacion.none.fl_str_mv | Baño Vanesa, Universidad de la República (Uruguay). Facultad de Ingeniería. Godoy Daniel, Universidad de la República (Uruguay). Facultad de Ingeniería. Figueredo Diego, Universidad de la República (Uruguay). Facultad de Ingeniería. Vega Abel |
| dc.coverage.spatial.es.fl_str_mv | Uruguay |
| dc.creator.none.fl_str_mv | Baño, Vanesa Godoy, Daniel Figueredo, Diego Vega, Abel |
| dc.date.accessioned.none.fl_str_mv | 2020-02-27T14:11:56Z |
| dc.date.available.none.fl_str_mv | 2020-02-27T14:11:56Z |
| dc.date.issued.none.fl_str_mv | 2018 |
| dc.description.abstract.none.fl_txt_mv | 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. |
| dc.format.extent.es.fl_str_mv | 16 p. |
| dc.format.mimetype.es.fl_str_mv | application/pdf |
| dc.identifier.citation.es.fl_str_mv | 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. |
| dc.identifier.issn.none.fl_str_mv | 1996-1944 |
| dc.identifier.uri.none.fl_str_mv | https://hdl.handle.net/20.500.12008/23170 |
| dc.language.iso.none.fl_str_mv | en eng |
| dc.publisher.es.fl_str_mv | MDPI |
| dc.relation.isformatof.es.fl_str_mv | PDF |
| dc.relation.ispartof.es.fl_str_mv | Materials, vol.11, no.12, p. 2436, Nov. 2018, https://doi.org/10.3390/ma11122436 |
| dc.rights.license.none.fl_str_mv | Licencia Creative Commons Atribución (CC - By 4.0) |
| dc.rights.none.fl_str_mv | info:eu-repo/semantics/openAccess |
| dc.source.none.fl_str_mv | reponame:COLIBRI instname:Universidad de la República instacron:Universidad de la República |
| dc.subject.en.fl_str_mv | Cross-laminated timber CLT Characterization Structural performance Small-diameter logs Thinning operations Pinus taeda/Pinus elliotii Bending tests |
| dc.subject.other.es.fl_str_mv | MADERA |
| dc.title.none.fl_str_mv | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| dc.type.es.fl_str_mv | Artículo |
| dc.type.none.fl_str_mv | info:eu-repo/semantics/article |
| dc.type.version.none.fl_str_mv | info:eu-repo/semantics/publishedVersion |
| description | 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. |
| eu_rights_str_mv | openAccess |
| format | article |
| id | COLIBRI_03e7141ce772e7017485b50d43e59369 |
| identifier_str_mv | 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. 1996-1944 |
| instacron_str | Universidad de la República |
| institution | Universidad de la República |
| instname_str | Universidad de la República |
| language | eng |
| language_invalid_str_mv | en |
| network_acronym_str | COLIBRI |
| network_name_str | COLIBRI |
| oai_identifier_str | oai:colibri.udelar.edu.uy:20.500.12008/23170 |
| publishDate | 2018 |
| reponame_str | COLIBRI |
| repository.mail.fl_str_mv | mabel.seroubian@seciu.edu.uy |
| repository.name.fl_str_mv | COLIBRI - Universidad de la República |
| repository_id_str | 4771 |
| rights_invalid_str_mv | Licencia Creative Commons Atribución (CC - By 4.0) |
| spelling | Baño Vanesa, Universidad de la República (Uruguay). Facultad de Ingeniería.Godoy Daniel, Universidad de la República (Uruguay). Facultad de Ingeniería.Figueredo Diego, Universidad de la República (Uruguay). Facultad de Ingeniería.Vega AbelUruguay2020-02-27T14:11:56Z2020-02-27T14:11:56Z2018Baño, 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/ma11122436.1996-1944https://hdl.handle.net/20.500.12008/23170The 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.Submitted by Ribeiro Jorge (jribeiro@fing.edu.uy) on 2020-02-26T18:44:51Z No. of bitstreams: 2 license_rdf: 19874 bytes, checksum: 38cb62ef53e6f513db2fb7e337df6485 (MD5) BGFV18.pdf: 14483992 bytes, checksum: 5991cb9237563c1640e1845935cd5fba (MD5)Approved for entry into archive by Machado Jimena (jmachado@fing.edu.uy) on 2020-02-26T20:16:10Z (GMT) No. of bitstreams: 2 license_rdf: 19874 bytes, checksum: 38cb62ef53e6f513db2fb7e337df6485 (MD5) BGFV18.pdf: 14483992 bytes, checksum: 5991cb9237563c1640e1845935cd5fba (MD5)Made available in DSpace by Luna Fabiana (fabiana.luna@fic.edu.uy) on 2020-02-27T14:11:56Z (GMT). No. of bitstreams: 2 license_rdf: 19874 bytes, checksum: 38cb62ef53e6f513db2fb7e337df6485 (MD5) BGFV18.pdf: 14483992 bytes, checksum: 5991cb9237563c1640e1845935cd5fba (MD5) Previous issue date: 201816 p.application/pdfenengMDPIPDFMaterials, vol.11, no.12, p. 2436, Nov. 2018, https://doi.org/10.3390/ma11122436Las 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)info:eu-repo/semantics/openAccessLicencia Creative Commons Atribución (CC - By 4.0)Cross-laminated timberCLTCharacterizationStructural performanceSmall-diameter logsThinning operationsPinus taeda/Pinus elliotiiBending testsMADERACharacterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pineArtículoinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionreponame:COLIBRIinstname:Universidad de la Repúblicainstacron:Universidad de la RepúblicaBaño, VanesaGodoy, DanielFigueredo, DiegoVega, AbelLICENSElicense.txtlicense.txttext/plain; charset=utf-84267http://localhost:8080/xmlui/bitstream/20.500.12008/23170/5/license.txt6429389a7df7277b72b7924fdc7d47a9MD55CC-LICENSElicense_urllicense_urltext/plain; charset=utf-844http://localhost:8080/xmlui/bitstream/20.500.12008/23170/2/license_urla0ebbeafb9d2ec7cbb19d7137ebc392cMD52license_textlicense_texttext/html; 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- Universidad de la Repúblicafalse |
| spellingShingle | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine Baño, Vanesa Cross-laminated timber CLT Characterization Structural performance Small-diameter logs Thinning operations Pinus taeda/Pinus elliotii Bending tests MADERA |
| status_str | publishedVersion |
| title | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| title_full | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| title_fullStr | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| title_full_unstemmed | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| title_short | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| title_sort | Characterization and structural performance in bending of CLT panels made from small-diameter logs of loblolly/slash pine |
| topic | Cross-laminated timber CLT Characterization Structural performance Small-diameter logs Thinning operations Pinus taeda/Pinus elliotii Bending tests MADERA |
| url | https://hdl.handle.net/20.500.12008/23170 |
