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Tensile strength of pine and ash woods – experimental and numerical study

dc.contributor.authorFerreira, Débora
dc.contributor.authorFonseca, E.M.M.
dc.contributor.authorPinto, Cristiana
dc.contributor.authorBorges, Paula
dc.date.accessioned2016-03-29T11:00:59Z
dc.date.available2016-03-29T11:00:59Z
dc.date.issued2015
dc.description.abstractThe mechanical properties define the behaviour of the timber under external loads, resulting directly from the timber anisotropic and heterogeneity characteristics. Depending upon the type of applied load the failure can be tensile, shear or torsion. When load enter the plastic regime, the stress-strain relationship passes through a maximum called the tensile strength. The tensile strength of wood being constant above the fibre saturation point, it increases with decreasing moisture content below the fibre saturation. This can be related to where the water is absorbed in the microstructure. Their study is of great interest allowing the rational use of different wood species for structural and building purposes.pt_PT
dc.identifier.citationFerreira, Débora, Fonseca, E.M.M.; Pinto, Cristiana; Borges, Paula (2015). Tensile strength of pine and ash woods – experimental and numerical study. In 6th International Conference on Mechanics and Materials in Design M2D2015. Azores, Portugalpt_PT
dc.identifier.urihttp://hdl.handle.net/10198/12827
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/pt_PT
dc.titleTensile strength of pine and ash woods – experimental and numerical studypt_PT
dc.typeconference poster
dspace.entity.typePublication
oaire.citation.conferencePlaceAzores, Portugalpt_PT
oaire.citation.title6th International Conference on Mechanics and Materials in Design M2D2015pt_PT
person.familyNameFerreira
person.familyNameFonseca
person.givenNameDébora
person.givenNameElza M. M.
person.identifierR-000-4MB
person.identifier.ciencia-idD81C-FDAD-4D8A
person.identifier.ciencia-idEB17-92E5-8374
person.identifier.orcid0000-0002-5195-8265
person.identifier.orcid0000-0003-1854-6514
person.identifier.ridD-4604-2011
person.identifier.scopus-author-id35334023200
person.identifier.scopus-author-id7102526169
rcaap.rightsopenAccesspt_PT
rcaap.typeconferenceObjectpt_PT
relation.isAuthorOfPublicationa4fa2eb4-17f1-46a1-ae8e-36f39ad25b39
relation.isAuthorOfPublicationbff18bdf-825b-4b45-9774-4f9d94cbe33e
relation.isAuthorOfPublication.latestForDiscoverya4fa2eb4-17f1-46a1-ae8e-36f39ad25b39

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