Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections

<div>Contour plots of maximum principal stress <i>σ</i><sub>1</sub> in the wallette at the peak load step. (a) Peak load = 69.05 displacement at peak load: 0.666 mm, initial shear stiffness: 336 N/mm<sup>2</sup>. (b) Peak load = 68.72 displacement at peak load: 0.666 mm, initial shear stiffness: 378 N/mm<sup>2</sup>.</div>

Advances in Civil Engineering

fig13

Figure 13

Figure 13: Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections 