The main results of an experimental program concerning masonry pillars reinforced by CFRP strips (also provided by spike anchors) subjected to single lap shear tests are described in this paper. The experimental results, also compared with a previous experimental program, allowed to analyze the increment of bearing capacity produced by spike anchors to CFRP sheets having different bonding length.
Some considerations about the effects of the bonding length on the effectiveness of spike anchors in cfrp reinforcements of masonry / Rotunno, Tommaso; Fagone, Mario; Bertolesi Elisa; Grande, Ernesto; Milani, Gabriele. - ELETTRONICO. - 817:(2019), pp. 141-148. (Intervento presentato al convegno 6th International Conference on Mechanics of Masonry Structures Strengthened with Composite Materials, MuRiCo6 2019 tenutosi a Bologna, Italia nel 26-28 giugno 2019) [10.4028/www.scientific.net/KEM.817.141].
Some considerations about the effects of the bonding length on the effectiveness of spike anchors in cfrp reinforcements of masonry
Rotunno, Tommaso;Fagone, Mario;
2019
Abstract
The main results of an experimental program concerning masonry pillars reinforced by CFRP strips (also provided by spike anchors) subjected to single lap shear tests are described in this paper. The experimental results, also compared with a previous experimental program, allowed to analyze the increment of bearing capacity produced by spike anchors to CFRP sheets having different bonding length.
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Rotunno et al. - Some Considerations about the Effects of the Bonding Length on the Effectiveness of Spike Anchors in CFRP Reinforcement.pdf
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