Flexural Strengthening of RC Beams with Cement-Based Composites

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Performance of RC Slab-Type Elements Strengthened with Fabric-Reinforced Cementitious-Matrix Composites (2014, background): “In particular, three possible failure modes are observed: fracture surface within the concrete, slippage of the fabric within the matrix, and delamination of the FRCM from the substrate (D’Ambrisi and Focacci 2011).”
Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, background): “Therefore, some scholars have attempted to utilize inorganic cementitious materials to replace the epoxy resin to develop new fibre composite systems, such as dry fibre sheets bonded with cementitious materials [10-15], fibre-reinforced inorganic polymer (FRIP) composites [16,17] and textile reinfor”
Matrix–fiber bond behavior in PBO FRCM composites: A fracture mechanics approach (2014, background): “The limited available literature [1–23] reports that FRCM composites can be used effectively for strengthening and rehabilitation of RC structures.”
Experimental analysis on bond between PBO-FRCM strengthening materials and concrete (2013, background): “A similar type of debonding has been also observed in [17] in the case of flexural tests on RC beams strengthened with PBO-FRCM materials and in [30] in the case of single face shear tests.”