Research Article

Investigation of Flexural Fatigue Behavior of Concrete Beams Reinforced with Intelligent CFRP-OFBG Plates

Table 4

Statistical results of relative parameters in damage curve.

Specimensk1k2k3D1D2

JB-34.360.070400.2180.279
JB-43.900.073150.1950.263
JB-63.760.080720.1880.274
Statistics0.074760.2000.272