The first results of an experimental campaign are reported that evaluates the efficiency of anchored CFRP reinforcements on brick masonry. Near End Supported Single Shear Tests were carried out on masonry pillars made according two different patterns, in order to detect the influence of both bed and perpend joints. The results are compared with results obtained from previous experimental campaign in which CFRP reinforcements were applied on “only brick” surfaces.
The effects of mortar joints on the efficiency of anchored CFRP sheets reinforcements of brick-masonry / Briccoli Bati, S.; Fagone, M.; Ranocchiai, G.. - ELETTRONICO. - 624:(2015), pp. 575-583. (Intervento presentato al convegno MuRiCo4. Mechanics of Masonry Structures Strengthened with Composite Materials tenutosi a Ravenna nel September 9-11) [10.4028/www.scientific.net/KEM.624.575].
The effects of mortar joints on the efficiency of anchored CFRP sheets reinforcements of brick-masonry
BRICCOLI BATI, SILVIA;FAGONE, MARIO;RANOCCHIAI, GIOVANNA
2015
Abstract
The first results of an experimental campaign are reported that evaluates the efficiency of anchored CFRP reinforcements on brick masonry. Near End Supported Single Shear Tests were carried out on masonry pillars made according two different patterns, in order to detect the influence of both bed and perpend joints. The results are compared with results obtained from previous experimental campaign in which CFRP reinforcements were applied on “only brick” surfaces.
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