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

Table 9

Maximum load at failure and the shear strength of the interface for composite samples with different ribs.

Cement plate	Rib	Maximum load at failure, kN				Shear strength, MPa
		Sp1	Sp2	Sp3	Average
GB	HL	84.10	83.88	83.78	83.92	2.33
	ZL	75.40	72.89	76.23	74.84	2.08
	WL	41.30	30.89	36.72	36.10	1.00
DG	HL	90.01	89.62	87.55	89.06	2.47
	ZL	76.34	79.21	76.86	77.47	2.15
	WL	42.07	40.31	42.60	41.19	1.14