Research Article

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

Table 5

The maximum strain of the interface at failure for composite samples with different cement plates.

Composite sampleMaximum strain, με
Sp1Sp2Sp3Average

GS C3032.528.627.129.4
GB C30289.4257.8282.6276.4
DG C30168.5157.3162.6162.8