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dc.contributor.authorEstévez-Cimadevila, Javier
dc.contributor.authorVázquez-Rodríguez, Pepe
dc.contributor.authorOtero-Chans, Dolores
dc.date.accessioned2021-11-29T13:22:14Z
dc.date.available2021-11-29T13:22:14Z
dc.date.issued2007-03
dc.identifier.citationEstévez Cimadevila, J. , J.A. Vázquez Rodríguez, M.D. Otero Chans. "Experimental behaviour of threaded steel rods glued into high-density hardwood". International Journal of Adhesion and Adhesives. 27 (March 2007): 136-144. doi:10.1016/j.ijadhadh.2006.01.006es_ES
dc.identifier.issn0143-7496
dc.identifier.urihttp://hdl.handle.net/2183/28983
dc.description.abstract[Abstract] This paper shows the test results for resin-glued steel rods under axial load. These steel rods are glued into timber using a two component Hilti HIT-RE 500 resin. The timber species used in the tests was Tali. Three different anchorage lengths were combined with two rod diameters and two resin thicknesses. The test failure values have been compared to some available theoretical formulations. The formulation in the Eurocode 5 informative appendix is one of these. The results show a significant difference between the theoretical and the test strength values of these joints. This is mainly due to the fact that the theoretical formulations are based on tests on lower density softwoods. Therefore, the research demands more analytical-experimental work in order to achieve more precise theoretical models.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relation.urihttps://doi.org/10.1016/j.ijadhadh.2006.01.006es_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectJoint designes_ES
dc.subjectAdhesives for woodes_ES
dc.subjectDestructive testinges_ES
dc.titleExperimental behaviour of threaded steel rods glued into high-density hardwoodes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleInternational Journal of Adhesion and Adhesiveses_ES
UDC.volume27es_ES
UDC.issue2es_ES
UDC.startPage136es_ES
UDC.endPage144es_ES


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