Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite material

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Textile-reinforced mortar (TRM) versus fibre-reinforced polymers (FRP) in flexural strengthening of RC beams (2017, result): “The main conclusions of these studies were: (a) application of TRM to RC beams considerably improved their flexural capacity [31–37]; (b) increasing the number of TRM layers had twofold effect: increased the flexural capacity and altered the failure mode [32,37].”
Performance of RC Slab-Type Elements Strengthened with Fabric-Reinforced Cementitious-Matrix Composites (2014, methodology): “FRCM has been reported in the technical literature using different acronyms (Ombres 2011) and often compared to FRP strengthening.”
Bond between textile-reinforced mortar (TRM) and concrete substrates: Experimental investigation (2016, background): “The main conclusions were: (a) application of TRM to RC beams considerably enhanced their flexural capacity; (b) increasing the number of layers enhanced the flexural capacity and altered the failure mode (Ombres, 2011; Ebead et al., 2016).”
Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures (2014, background): “When compared with FRP composites, FRCM exhibits several advantages, as a greater resistance to high temperatures and ultraviolet radiations, as well as a better compatibility with the substrates [14].”