Issue 51

A. Chiozzi et alii, Frattura ed Integrità Strutturale, 51 (2020) 9-23; DOI: 10.3221/IGF-ESIS.51.02

Figure 9: Dependence of the collapse load multiplier of reinforced Panel SB01 on the FRP-masonry bond strength f b computed by means of the proposed GA-NURBS approach; Black line: values computed in [25].

. Red dots: values

Figure 10: SB02 masonry panel with rectangular opening tested in [51]. (a-c) Unreinforced and reinforced case, respectively: collapse mechanism with the GA-NURBS approach; (b-d) Unreinforced and reinforced case, respectively: collapse mechanism with the homogenized FE limit analysis proposed in [25].

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