Scipediacontent: Scipediacontent moved page Draft Content 864189149 to Liberotti et al 2021a

2021-11-30T13:25:07Z

Scipediacontent moved page Draft Content 864189149 to Liberotti et al 2021a

Scipediacontent: Created page with "== Abstract == This paper presents the first results of an ongoing research in partnership with Kimia S.p.A. company (Italy). In particular, experimental tests on masonry sp..."

2021-11-30T13:25:04Z

Created page with "== Abstract == This paper presents the first results of an ongoing research in partnership with Kimia S.p.A. company (Italy). In particular, experimental tests on masonry sp..."

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== Abstract ==

This paper presents the first results of an ongoing research in partnership with Kimia
S.p.A. company (Italy). In particular, experimental tests on masonry specimens reinforced with
Fiber Reinforced Cementitious Matrix (FRCM) have been recently conducted by Kimia
according to the up-to date guidelines: specifically the single-lap shear test. On the base of the
experimental results, a finite element model has been developed in order to reproduce the
actual behaviour of the specimens. The results, derived both by the experimental tests and the
FE model calibration, constitute the basis for planning an experimental campaign on masonry
walls strengthened by FRCM loaded in the plane. The constructive details of the experimental
set-up, conceived in order to create a self-balanced system and to bring the specimens to
failure, are described together with a preliminary numerical modeling based on the already
done test.

== Full document ==
<pdf>Media:Draft_Content_864189149p839.pdf</pdf>
== References ==

[1] CNR-DT 215/2018, Istruzioni per la Progettazione, l’Esecuzione ed il Controllo di Interventi di Consolidamento Statico mediante l’utilizzo di Compositi Fibrorinforzati a Matrice Inorganica, CNR, 2018.

[2] Bertolesi, E., Milani, G. and Poggi, C. Simple holonomic homogenization model for the non-linear static analysis of in-plane loaded masonry walls strengthened with FRCM composites. Composite and Structures (2016) 158: 291–307.

[3] Pourfalah, S., Cotsovos, D.M. and Suryanto, B. Modelling the out-of-plane behaviour of masonry walls retrofitted with engineered cementitious composites. Computers and Structures (2018) 201: 58–79.

[4] Liberotti, R., Cluni, F. and Gusella, V. Vulnerability and seismic improvement of architectural heritage: the case of Palazzo Murena. Earthquakes and Structures (2020) 18 (3): 321–335.

[5] Carozzi, F. G. and Poggi, C. Mechanical properties and debonding strength of Fabric Reinforced Cementitious Matrix (FRCM) systems for masonry strengthening. Composites: Part B (2015) 70: 215–230.

[6] D'Ambra, C., Lignola, G.P., Prota, A., Sacco, E. and Fabbrocino, F. Experimental performance of FRCM retrofit on out-of-plane behaviour of clay brick walls. Composites Part B (2018) 148: 198–206.

[7] De Carvalho Bello, C.B., Boem, I., Cecchi, A., Gattesco, N. and Oliveira, D.V. Experimental tests for the characterization of sisal fiber reinforced cementitious matrix for strengthening masonry structures, Construction and Building Materials (2019) 219: 44–55

[8] Colombi, P. and D'Antino, T. Analytical assessment of the stress-transfer mechanism in FRCM composites, Composite Structures (2019) 220: 961–970.

[9] RELUIS - WP 2, Compositi a matrice cementizia (FRCM) - Prove di distacco di sistemi di rinforzi FRCM da supporto in muratura-Istruzioni per l’esecuzione delle prove, Luglio 2017.

[10] Cluni, F. and Gusella, V. Masonry elastic characteristics assessment by thermographic images. Meccanica (2019) 54 (9): 1339–1349.

[11] Cluni, F., Costarelli D., Gusella, V. and Vinti, G. Reliability increase of masonry characteristics estimation by a sampling algorithm applied to thermographic digital images, Probabilistic Engineering Mechanics,DOI:10.1016/j.probengmech.2020.103022

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Scipediacontent: Scipediacontent moved page Draft Content 864189149 to Liberotti et al 2021a

Scipediacontent: Created page with "== Abstract == This paper presents the first results of an ongoing research in partnership with Kimia S.p.A. company (Italy). In particular, experimental tests on masonry sp..."