Experimental Study on Mechanical Properties of Interface between Basalt Fiber-Reinforced Polymer/Glass Fiber-Reinforced Polymer Composite Cement Plate and Concrete

Table 3

A summary of the shear load at failure and shear strength of the plate-concrete interfaces for samples with different cement plates.

Composite sample	Maximum load at failure, kN				Shear strength, MPa
	Sp1	Sp2	Sp 3	Average
GS C30	24.33	20.84	23.75	22.97	0.64
GB C30	41.30	30.89	36.72	36.10	1.00
DG C30	42.07	40.31	42.60	41.19	1.14