Scipediacontent: Scipediacontent moved page Draft Content 163390513 to Castellano et al 2021a

2021-11-30T13:23:50Z

Scipediacontent moved page Draft Content 163390513 to Castellano et al 2021a

Scipediacontent: Created page with "== Abstract == An experimental and numerical analysis of the structural behaviour of a barrel tuff masonry vault strengthened by a Fiber Reinforced Cementitious Mat..."

2021-11-30T13:23:47Z

Created page with "== Abstract == An experimental and numerical analysis of the structural behaviour of a barrel tuff masonry vault strengthened by a Fiber Reinforced Cementitious Mat..."

New page

== Abstract ==

An experimental and numerical analysis of the structural behaviour of a barrel
tuff masonry vault strengthened by a Fiber Reinforced Cementitious Matrix (FRCM)
reinforcement system it is proposed. The geometry and the materials of the vault are
representative of some historical constructions in Apulia (Italy). The vault, under the action
of the self-weight and of a distributed load representative of the infill, has been first damaged
by differential settlement of abutments, and then repaired and strengthened by FRCM
composites. Finally the structure has been subjected to a increasing concentrated load on the
extrados. A 3D heterogeneous FE Abaqus numerical model describing the above mentioned
experimental conditions is carried out in order to reproduce the response of the FRCM
reinforced vault. The obtained experimental and numerical results allows for discussing the
structural behaviour of the reinforced vault, and then the effectiveness of the employed
reinforcement.

== Full document ==
<pdf>Media:Draft_Content_163390513p1011.pdf</pdf>
== References ==

[1] Coccia, S. Di Carlo, F. and Rinaldi Z. Collapse displacements for a mechanism of spreading-induced supports in a masonry arch. Int. J. Adv. Struct. Eng. (2017) 7(3): 307- 320.

[2] Carozzi, F.G., Milani, G. and Poggi, C. Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures. Compos. Struct. (2014) 107:711-725.

[3] Carozzi, F.G., Poggi, C., Bertolesi, E. and Milani, G. Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses. Compos. Struct. (2018) 187: 385-402.

[4] Valvona, F., Toti J., Gattulli, V. and Potenza, V. Effective seismic strengthening and monitoring of a masonry vault by using Glass Fiber Reinforced Cementitious Matrix with embedded Fiber Bragg Grating sensors. Compos. Part B-Eng. (2017) 113: 355-370.

[5] Carozzi, F.G., Poggi, C., Bertolesi, E. and Milani, G. Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation. Compos. Struct. (2018) 187: 466-480.

[6] Castellano, A., Fraddosio, A., Scacco, J., Milani, G. and Piccioni, M.D. Dynamic response of FRCM reinforced masonry arches. Key Engineering Materials (2019) 817: 285-292.

[7] Scacco, J., Milani, G., Bove, M., Castellano, A., Fraddosio, A. and Piccioni, M.D. Experimental and numerical analysis of the effectiveness of FRCM strengthening on a parabolic tuff barrel vault. AIP Conference Proceedings (2019), 2186. DOI: 10.1063/1.5138011

[8] Bove, M., Castellano, A., Fraddosio, A., Scacco, J., Milani, G. and Piccioni, M.D. Experimental and numerical analysis of FRCM strengthened parabolic tuff barrel vault. Key Eng. Mater. (2019) 817 KEM:213-220.

[9] De Santis, S., Roscini, F. and De Felice, G. Retrofitting masonry vaults with basalt textile reinforced mortar. Key Eng. Mater. (2017) 747: 250-257.

[10] Zampieri, P., Faleschini, F., Zanini, M.A. and Simoncello, N. Collapse mechanisms of masonry arches with settled springing. Eng. Struct. (2018) 156: 363-374.

[11] Ochsendorf, J. The masonry arch on spreading supports. Struct. Eng. (2006) 84(2): 29- 36.

[12] M. Valente and G. Milani, “Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers,” J. Earthq. Eng., vol. 00, no. 00, pp. 1–33, 2017.

[13] J. Scacco, B. Ghiassi, G. Milani, and P. B. Lourenço, “A fast modeling approach for numerical analysis of unreinforced and FRCM reinforced masonry walls under out-of- plane loading,” Compos. Part B Eng., vol. 180, no. August 2019, p. 107553, 2020.

← Older revision	Revision as of 13:23, 30 November 2021
(No difference)

Castellano et al 2021a - Revision history

Scipediacontent: Scipediacontent moved page Draft Content 163390513 to Castellano et al 2021a

Scipediacontent: Created page with "== Abstract == An experimental and numerical analysis of the structural behaviour of a barrel tuff masonry vault strengthened by a Fiber Reinforced Cementitious Mat..."