Evaluation of perforated steel plates as connection in glulam-concrete composite structures

dc.creatorMiotto, Jose Luiz
dc.creatorDias, Antonio Alves
dc.date.accessioned2013-10-23T13:25:59Z
dc.date.accessioned2018-07-04T16:00:21Z
dc.date.available2013-10-23T13:25:59Z
dc.date.available2018-07-04T16:00:21Z
dc.date.created2013-10-23T13:25:59Z
dc.date.issued2012
dc.identifierCONSTRUCTION AND BUILDING MATERIALS, OXFORD, v. 28, n. 1, pp. 216-223, MAR, 2012
dc.identifier0950-0618
dc.identifierhttp://www.producao.usp.br/handle/BDPI/35693
dc.identifier10.1016/j.conbuildmat.2011.08.045
dc.identifierhttp://dx.doi.org/10.1016/j.conbuildmat.2011.08.045
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1630348
dc.description.abstractThis paper shows the results of an experimental investigation carried out on a connection element of glulam and concrete composite structures, through double-sided push-out shear tests. The connection system was composed of perforated steel plates glued with epoxy adhesive. Five specimens were made and tested under shear forces. This innovative connection system showed an average initial slip modulus equivalent to 339.4 kN/mm. In addition, the connection system was evaluated by means of numerical simulations and the software ANSYS was used for this purpose. The numerical simulations demonstrated good agreement with the experimental data, especially in the regime of elastic-linear behavior of materials. (C) 2011 Elsevier Ltd. All rights reserved.
dc.languageeng
dc.publisherELSEVIER SCI LTD
dc.publisherOXFORD
dc.relationCONSTRUCTION AND BUILDING MATERIALS
dc.rightsCopyright ELSEVIER SCI LTD
dc.rightsrestrictedAccess
dc.subjectGLULAM-CONCRETE JOINTS
dc.subjectSHEAR STRENGTH
dc.subjectPUSH-OUT
dc.subjectPERFORATED STEEL PLATES
dc.subjectEXPERIMENTAL EVALUATION
dc.subjectNUMERICAL EVALUATION
dc.titleEvaluation of perforated steel plates as connection in glulam-concrete composite structures
dc.typeArtículos de revistas


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