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).

Bending test on composite timber-steel-concrete floor equipped with innovative collar connectors / Marzo, Anna; Grippa, MARIA ROSARIA; Faggiano, Beatrice; Mazzolani, FEDERICO MASSIMO. - 133-134:(2010), pp. 537-542. (Intervento presentato al convegno 7TH INTERNATIONAL CONFERENCE ON STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTIONS tenutosi a Shanghai, Cina nel 6-8/10/2010) [10.4028/www.scientific.net/AMR.133-134.537].

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

MARZO, ANNA
;
GRIPPA, MARIA ROSARIA
;
FAGGIANO, BEATRICE
;
MAZZOLANI, FEDERICO MASSIMO
2010

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
Bending test on composite timber-steel-concrete floor equipped with innovative collar connectors / Marzo, Anna; Grippa, MARIA ROSARIA; Faggiano, Beatrice; Mazzolani, FEDERICO MASSIMO. - 133-134:(2010), pp. 537-542. (Intervento presentato al convegno 7TH INTERNATIONAL CONFERENCE ON STRUCTURAL ANALYSIS OF HISTORIC CONSTRUCTIONS tenutosi a Shanghai, Cina nel 6-8/10/2010) [10.4028/www.scientific.net/AMR.133-134.537].
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/387620
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