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Advances in Civil Engineering
/
2020
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Article
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Tab 4
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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.
Specimens
k
1
k
2
k
3
D
1
D
2
JB-3
4.36
0.07040
—
0.218
0.279
JB-4
3.90
0.07315
—
0.195
0.263
JB-6
3.76
0.08072
—
0.188
0.274
Statistics
—
0.07476
—
0.200
0.272