The results of an experimental campaign performed on plates in three point bending are described and analyzed in the present paper. The aim is to tailor, through tests on full-scale structures, a new lightweight cement-based composite having the same mechanical performances of reinforced concrete, but without the presence of steel rebars. Accordingly, with respect to a traditional plain concrete, aggregates made with expanded clay and polymeric fibers have been used, respectively, to reduce the weight and increase the ductility. Moreover, the minimum amount of fibers is defined by means of the ductility criteria already adopted for the minimum reinforcement ratio in reinforced concrete beams. The proposed tailor-made concrete can be used to retrofit one way slabs of existing constructions.

Piastre prefabbricate in conglomerato cementizio leggero fibrorinforzato / Fantilli, ALESSANDRO PASQUALE; Gorino, Andrea; Chiaia, Bernardino. - STAMPA. - (2014), pp. 11-20. (Intervento presentato al convegno 20° Congresso C.T.E. tenutosi a Milano nel Milano, 7-9 Novembre, 2014).

Piastre prefabbricate in conglomerato cementizio leggero fibrorinforzato

FANTILLI, ALESSANDRO PASQUALE;GORINO, ANDREA;CHIAIA, Bernardino
2014

Abstract

The results of an experimental campaign performed on plates in three point bending are described and analyzed in the present paper. The aim is to tailor, through tests on full-scale structures, a new lightweight cement-based composite having the same mechanical performances of reinforced concrete, but without the presence of steel rebars. Accordingly, with respect to a traditional plain concrete, aggregates made with expanded clay and polymeric fibers have been used, respectively, to reduce the weight and increase the ductility. Moreover, the minimum amount of fibers is defined by means of the ductility criteria already adopted for the minimum reinforcement ratio in reinforced concrete beams. The proposed tailor-made concrete can be used to retrofit one way slabs of existing constructions.
2014
978-88-903647-2-3
File in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2615692
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo