Study of partially encased composite beams with innovative position of stud bolts

dc.creatorNARDIN, Silvana De
dc.creatorDEBS, Ana Lucia H. C. El
dc.date.accessioned2012-10-19T01:09:00Z
dc.date.accessioned2018-07-04T14:48:18Z
dc.date.available2012-10-19T01:09:00Z
dc.date.available2018-07-04T14:48:18Z
dc.date.created2012-10-19T01:09:00Z
dc.date.issued2009
dc.identifierJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, v.65, n.2, p.342-350, 2009
dc.identifier0143-974X
dc.identifierhttp://producao.usp.br/handle/BDPI/17881
dc.identifier10.1016/j.jcsr.2008.03.021
dc.identifierhttp://dx.doi.org/10.1016/j.jcsr.2008.03.021
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1614678
dc.description.abstractIn this article, static behavior of three partially encased composite beams under flexural condition is investigated in the context of studying some alternative positions for the headed studs. Shear resistance between the I-shaped beam and the concrete was provided by headed studs in two positions: vertically welded oil the bottom flange and horizontally welded on the faces of the web. Experimental results show that the headed studs provide the composite action and increase the bending strength. The most remarkable position seems to be the headed studs vertically welded oil the bottom flange. Ail analytical method to estimate the bending capacity of the encased beams is also proposed, giving a good prediction of the experimental results (C) 2008 Elsevier Ltd. All rights reserved.
dc.languageeng
dc.publisherELSEVIER SCI LTD
dc.relationJournal of Constructional Steel Research
dc.rightsCopyright ELSEVIER SCI LTD
dc.rightsrestrictedAccess
dc.subjectComposite beam
dc.subjectShear transfer
dc.subjectEncased beam
dc.subjectcomposite action
dc.subjectFlexural behavior
dc.subjectHeaded studs
dc.subjectBending capacity
dc.subjectAnalytical method
dc.titleStudy of partially encased composite beams with innovative position of stud bolts
dc.typeArtículos de revistas


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