Stainless Steel Bonded to Concrete: An Experimental Assessment using the DIC Technique

International Journal of Concrete Structures and Materials

Table 1 Single-lap shear tests.

Specimen	Bond length, L_b (mm)	Strengthening technique	Instrumentation
SS-EBR-L50	50	EBR	2 LVDT^a, 3 SG^b, 1 DC^c
SS-EBR-L100a	100	EBR	2 LVDT^a, 4 SG^b, 1 DC^c
SS-EBR-L100b	100	EBR	2 LVDT^a, 3 SG^b, 1 DC^c
SS-EBR-L160	160	EBR	2 LVDT^a, 5 SG^b, 1 DC^c
SS-EBR-L240	240	EBR	2 LVDT^a, 7 SG^b, 1 DC^c
SS-EBR-L300	300	EBR	2 LVDT^a, 8 SG^b, 1 DC^c
SS-EBR-L400	400	EBR	2 LVDT^a, 11 SG^b, 1 DC^c
SS-EBR-L560	560	EBR	2 LVDT^a, 15 SG^b, 1 DC^c
SS-EBR-L640	640	EBR	2 LVDT^a, 16 SG^b, 1 DC^c
SS-EBR-L800	800	EBR	2 LVDT^a, 21 SG^b, 1 DC^c
SS-NSM-L35	35	NSM	2 LVDT^a, 1 DC^c
SS-NSM-L50	50	NSM	2 LVDT^a, 1 DC^c
SS-NSM-L75	75	NSM	2 LVDT^a, 1 DC^c
SS-NSM-L100	100	NSM	2 LVDT^a, 1 DC^c
SS-NSM-L200	200	NSM	2 LVDT^a, 1 DC^c
SS-NSM-L300	300	NSM	2 LVDT^a, 1 DC^c