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

TitoloBending test on composite timber-steel-concrete floor equipped with innovative collar connectors
Tipo di pubblicazioneArticolo su Rivista peer-reviewed
Anno di Pubblicazione2010
AutoriMarzo, Anna, Grippa M.R., Faggiano B., and Mazzolani F.M.
RivistaAdvanced Materials Research
Volume133-134
Paginazione537-542
Parole chiaveBending 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.

Note

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