Among masonry buildings characterized by a complex architecture, a significant portion is represented by heritage buildings. A significant seismic vulnerability is due to the presence of thrusting elements like as arches and vaults. Their ultimate capacity can be improved by means of several strengthening techniques. However the advantages of using Textile Reinforced Mortars (TRM) are well highlighted in the scientific literature.The present work focuses on ultimate behaviour of masonry barrel vaults, in the framework of incremental analysis, including the strengthening effect. The analytical model is compared in terms of ultimate capacity and failure mode with a full scale masonry barrel vault dynamically tested. After the first tests, the vault has been strengthened with Textile Reinforced Mortar (TRM) and tested again.

Numerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced Mortars / Ramaglia, G.; Lignola, GIAN PIERO; Fabbrocino, F.; Prota, Andrea. - (2017), pp. 11-19. (Intervento presentato al convegno Mechanics of Masonry Structures Strengthened with Composite Materials MURICO5 tenutosi a Bologna nel 28-30 giugno 2017) [10.4028/www.scientific.net/KEM.747.11].

Numerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced Mortars

LIGNOLA, GIAN PIERO;PROTA, ANDREA
2017

Abstract

Among masonry buildings characterized by a complex architecture, a significant portion is represented by heritage buildings. A significant seismic vulnerability is due to the presence of thrusting elements like as arches and vaults. Their ultimate capacity can be improved by means of several strengthening techniques. However the advantages of using Textile Reinforced Mortars (TRM) are well highlighted in the scientific literature.The present work focuses on ultimate behaviour of masonry barrel vaults, in the framework of incremental analysis, including the strengthening effect. The analytical model is compared in terms of ultimate capacity and failure mode with a full scale masonry barrel vault dynamically tested. After the first tests, the vault has been strengthened with Textile Reinforced Mortar (TRM) and tested again.
2017
978-3-0357-2164-5
Numerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced Mortars / Ramaglia, G.; Lignola, GIAN PIERO; Fabbrocino, F.; Prota, Andrea. - (2017), pp. 11-19. (Intervento presentato al convegno Mechanics of Masonry Structures Strengthened with Composite Materials MURICO5 tenutosi a Bologna nel 28-30 giugno 2017) [10.4028/www.scientific.net/KEM.747.11].
File in questo prodotto:
Non ci sono file associati a questo prodotto.

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/11588/672377
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 11
  • ???jsp.display-item.citation.isi??? ND
social impact