Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/85385
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dc.creatorM. F. S. F. de Moura
dc.creatorNuno Dourado
dc.creatorStéphane Morel
dc.creatorJosé Morais
dc.date.accessioned2022-09-07T04:21:59Z-
dc.date.available2022-09-07T04:21:59Z-
dc.date.issued2012
dc.identifier.othersigarra:93499
dc.identifier.urihttps://hdl.handle.net/10216/85385-
dc.description.abstractThe single edge notched beam loaded in three-point-bending (SEN-TPB) was used in this study to induce mode I fracture in wood (Picea abeas L.). Numerical analyses of stress profiles along the specimen length revealed a stress relief region as crack grows in size. Based on this data, beam theory and crack equivalent concepts were employed to develop an expedite data reduction scheme to estimate the Resistance-curve, taking advantage of a simplification performed on the revealed stress relief region. Besides allowing the evaluation of wood fracture toughness without crack length monitoring during loading, the developed procedure provides a user-friendly method when compared to other sophisticated procedures. Experiments involving the SEN-TPB were performed to evaluate fracture toughness in wood.
dc.language.isoeng
dc.relation.ispartofProceedings ICEM15 - 15th International Conference on Experimental Mechanics
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc/4.0/
dc.subjectEngenharia mecânica
dc.subjectMechanical engineering
dc.titleMODE I FRACTURE CHARACTERIZATION: WOOD SEN-TPB
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.authenticusP-005-K3M
dc.subject.fosCiências da engenharia e tecnologias::Engenharia mecânica
dc.subject.fosEngineering and technology::Mechanical engineering
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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