Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections

Table 4

2D FEM results.

Connection	Values at the peak load step
	Load(kN)	Displacement(mm)	Max. principal stress in the steel bar (N/mm^2)	Max. principal stress in the GFRP profile(N/mm^2)
One bar	12.73	0.446	200	6.82
Two bars	7.59	0.359	110	3.64