PSI - Issue 11

Francesca Giulia Carozzi et al. / Procedia Structural Integrity 11 (2018) 355–362 F.G. Carozzi et al./ Structural Integrity Procedia 00 (2018) 000 – 000

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DW_control

DW_G-TRM

DW_cG-TRM

DW_G-TRM-NSM

Fig. 6. Failure modes

6. Conclusions The paper presented the analysis of the performance of masonry panels cut from an ancient masonry structure. One panel was tested without treatments to investigate the masonry mechanical properties; the other three samples were strengthened with TRM systems with different glass fiber grids and a Near Surface Mounted (NSM) system. The mechanical properties of the reinforcement components were investigated. The results of this characterization are useful to calibrate the mechanical properties involved in analytical and numerical simulations that cannot be described in this paper.