Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections

Table 3

Test results.

Sample	First peak		Maximum peak
	Load (kN)	Displacement (mm)	Load (kN)	Displacement (mm)
1a	—	—	13.68	4.73
1b	7.86	2.21	13.36	4.66
2a	1.30	0.52	30.04	35.08
2b	3.76	1.22	19.43	24.71
3a	1.37	0.56	8.85	3.74
3b	8.85	3.74	9.34	9.27