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

Table 11

Maximum strain of the interface at failure for composite samples with different ribs.

Cement plate	Rib	Maximum strain, με
		Sp1	Sp2	Sp3	Average
GB	HL	169.3	172.1	182.1	174.5
	ZL	180.2	185.6	197.3	187.7
	WL	283.4	270.3	275.5	276.4
DG	HL	143.5	149.2	148.6	147.1
	ZL	215.4	210.2	219.1	214.9
	WL	301.2	316.5	308.7	308.8