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Bending test on composite timber-steel-concrete floor equipped with innovative collar connectors

TitleBending test on composite timber-steel-concrete floor equipped with innovative collar connectors
Publication TypeArticolo su Rivista peer-reviewed
Year of Publication2010
AuthorsMarzo, Anna, Grippa M.R., Faggiano B., and Mazzolani F.M.
JournalAdvanced Materials Research
Volume133-134
Pagination537-542
KeywordsBending tests, Comprehensive research, Concrete construction, Concrete reinforced, European project, Full scale, Historical buildings, Mixed-technology, Retrofitting, Static bending tests, Steel-concrete, Structural analysis, Testing, Timber, Two beams, Wooden floors
Abstract

In this paper a full scale monotonic static bending test on a composite timber-steel-concrete floor, equipped with innovative "collar" connectors, is illustrated. In particular, the specimen consists of two beams, made of ancient chestnut, connected to the concrete reinforced slab by means of purposely fitted upside wings of steel collars astride the beams themselves. The test is part of a comprehensive research activity, aiming at the evaluation and optimization of the collar connection device, developed within the European project PROHITECH ("Earthquake Protection of Historical Buildings by Reversible Mixed Technology", 2004-2008). © (2010) Trans Tech Publications, Switzerland.

Notes

cited By 2; Conference of 7th International Conference on Structural Analysis of Historic Constructions, SAHC ; Conference Date: 6 October 2010 Through 8 October 2010; Conference Code:83167

URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-78650859170&doi=10.4028%2fwww.scientific.net%2fAMR.133-134.537&partnerID=40&md5=d1776334356eaa482039b2b81104479a
DOI10.4028/www.scientific.net/AMR.133-134.537
Citation KeyMarzo2010537