PSI - Issue 64

Pier Francesco Greco et al. / Procedia Structural Integrity 64 (2024) 1888–1895 Pier Francesco Greco/ Structural Integrity Procedia 00 (2019) 000 – 000

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Figure 1. Three point bending test: “M” before(a) and after(e) ; “MH” (b, c, d) and “MS” (f, g, h) reinforced mortar specimens before (b, f), during (c, g) and after (d, h)

Figure 2. Stress – strain curves from three point bending tests: “M” (a); “MH”(b) ; “MS”(c); Comparison between tensile strength (d) , maximum strain (e) and elastic modulus (f) obtained from three point bending tests on the tested specimens.