Fracture behavior of wood-steel dowel joints under quasi-static loading

doi:10.1016/j.conbuildmat.2018.04.230

Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/71885

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Campo DC	Valor	Idioma
dc.contributor.author	Dourado, N.	por
dc.contributor.author	Silva, F. G. A.	por
dc.contributor.author	de Moura, M. F. S. F.	por
dc.date.accessioned	2021-04-15T17:08:48Z	-
dc.date.issued	2018	-
dc.identifier.citation	Dourado, N., Silva, F. G. A., & de Moura, M. F. S. F. (2018). Fracture behavior of wood-steel dowel joints under quasi-static loading. Construction and Building Materials, 176, 14-23. doi: https://doi.org/10.1016/j.conbuildmat.2018.04.230	por
dc.identifier.issn	0950-0618	por
dc.identifier.uri	https://hdl.handle.net/1822/71885	-
dc.description.abstract	This study analyses a common L-shape conﬁguration formed by wood members and a thick metal plate, duly fastened with steel dowels. Four connecting arrangements were experimentally tested, considering different values of space between dowels and distance to the boundary edge, which allowed measuring the initial stiffness and moment-carrying capacity. A three-dimensional ﬁnite element model, including a trapezoidal bilinear cohesive law, was developed to reproduce mixed-mode loading through cohesive zone modelling. Very satisfactory agreements between numerical predictions and experimental results were registered, regarding the full-extension of the load-displacement curves and damage proﬁles of the joints. In light of these, the model was applied in a larger range of possible combinations of distances to get global trends of the initial stiffness and moment-carrying capacity of these joints.	por
dc.description.sponsorship	The first author acknowledges FCT for the conceded financial support through the reference project UID/EEA/04436/2013, COMPETE 2020 with the code POCI-01-0145-FEDER-006941. The second author acknowledges FCT for the conceded financial support through Grant number SFRH/BD/111516/2015. The third author acknowledges the "Laboratorio Associado de Energia, Transportes e Aeronautica" (LAETA) for the financial support by the project UID/EMS/50022/2013, and to the funding of Project NORTE-01-0145-FEDER-000022 - SciTech - Science and Technology for Competitive and Sustainable Industries, co-financed by Programa Operacional Regional do Norte (NORTE2020), through Fundo Europeu de Desenvolvimento Regional (FEDER). The third author also acknowledges FCT for the conceded financial support through the reference project UID/EEA/04436/2013, COMPETE 2020 with the code POCI-01-0145-FEDER-006941.	por
dc.language.iso	eng	por
dc.publisher	Elsevier 1	por
dc.relation	info:eu-repo/grantAgreement/FCT/5876/147325/PT	por
dc.relation	SFRH/BD/111516/2015	por
dc.relation	info:eu-repo/grantAgreement/FCT/5876/147353/PT	por
dc.rights	restrictedAccess	por
dc.subject	Wood	por
dc.subject	Dowel-joints	por
dc.subject	Fracture behavior	por
dc.subject	Finite element analysis	por
dc.subject	Cohesive zone modelling	por
dc.title	Fracture behavior of wood-steel dowel joints under quasi-static loading	por
dc.type	article	por
dc.peerreviewed	yes	por
dc.relation.publisherversion	https://www.sciencedirect.com/science/article/pii/S0950061818310584	por
oaire.citationStartPage	14	por
oaire.citationEndPage	23	por
oaire.citationVolume	176	por
dc.identifier.doi	10.1016/j.conbuildmat.2018.04.230	por
dc.date.embargo	10000-01-01	-
dc.subject.fos	Engenharia e Tecnologia::Engenharia Mecânica	por
dc.subject.wos	Science & Technology	por
sdum.journal	Construction and Building Materials	por
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