Abstract:The paper deals with the strengthening of thin masonry vaults by means of a CRM (Composite Reinforced Mortar) strengthening technique based on Glass Fiber-Reinforced Polymer (GFRP) meshes embedded in a 30 mm thick mortar matrix, applied at the vault extrados or intrados and connected to the masonry abutments through steel bars and GFRP elements. The experimental campaign concerned quasi static cyclic tests performed on four full-scale samples, supporting their self-weight only and subjected to uniform horizont… Show more
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