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Th a circular cross-section, the cross-section diameter df is supplied. The tensile strength ff and elastic modulus Ef on the bare fiber reinforcement (i.e., not embedded inside the inorganic matrix) are also reported in Table 1. The mechanical properties of the inorganic binder, namely the compressive strength, flexural strength, and elastic modulus are also indicated in Table 1 as fc , fr , and Ec , respectively. The carbon textile was a bi-directional balanced fiber open-mesh grid (i.e., similar fiber amount in weft and warp direction), with bundles spaced at 10 mm on center in both weft and warp D-Fructose-6-phosphate disodium salt Metabolic Enzyme/Protease direction [29]. The PBO textile was a bidirectional unbalanced PBO open-mesh grid, with warp and weft yarns spaced at 10 mm and 17.5 mm on center, respectively [30]. Both carbon and PBO textiles have been embedded within the exact same cement-based matrix [30]. The mechanical properties of carbon and PBO textiles were measured in [13,18], although those from the matrix in [13]. The AR glass FRCM composite was created by a coated AR glass open-mesh bidirectional textile embedded within a cement-based matrix [31] (Table 1). The textile bundles have been spaced at 17 mm on center each in Charybdotoxin supplier longitudinal and transversal path. The fiber cross-sectional area inside the textile warp direction was measured utilizing the calcination strategy in line with [32] and resulted slightly distinct from that reported in [28]. The tensile strength and elastic modulus in the AR glass textile were obtained by tensile testing of specimens comprising 3 longitudinal yarns in accordance with [33] (Table 1). The SRG technique was composed of unidirectional stainless-steel cords [34] embedded within a all-natural hydraulic lime 5 (NHL 5 [35]) mortar [36]. The cords were spaced at 5 mm on center and their mechanical properties have been declared by the manufacturer (Table 1). Lastly, the CRM comprised a bidirectional AR glass composite grid, produced of pultruded yarns in the weft path and twisted laminated yarns within the warp direction, weaved with each other applying the leno weave technique [37]. The grid was spaced at 40 mm in each directions and was embedded within exactly the same NHL five mortar made use of inside the SRG [36,38]. The mechanical properties of the grid and mortar had been evaluated in [11]. Clay brick [39] masonry blocks of dimensions 120 120 380 mm3 (width thickness height) were applied as substrate for FRCM- and SRG-masonry joints, whereas historical brick masonry walls of dimension 325 160 330 mm3 (width thickness height) were employed to understand CRM-masonry joints. The clay brick blocks have been constructedMaterials 2021, 14,both directions and was embedded within the exact same NHL 55mortar utilised inside the SRG [36,38]. each directions and was embedded inside precisely the same NHL 55mortarused within the SRG [36,38]. both directions and was embedded within the same NHL 5mortar utilized in the SRG [36,38]. each directions and was embedded inside precisely the same NHL mortar utilised in the SRG [36,38]. both directions and was embedded within the exact same NHL mortar utilised within the SRG [36,38]. The mechanical properties of your grid and mortar had been evaluated in [11]. The mechanical properties on the grid and mortar have been evaluated in [11]. The mechanical properties of the grid and mortar had been evaluated in [11]. The mechanical properties with the grid and mortar had been evaluated in [11]. The mechanical properties from the grid and mortar have been evaluated in [11]. Clay brick [39] masonry blocks of dimensions 120 120 380 mm3333(width thickness Clay brick [39] masonry blocks of dimensions 120 12.