Advances in Civil Engineering / 2020 / Article / Tab 5

Research Article

Numerical Evaluation of Reinforced Concrete Columns Retrofitted with FRP for Blast Mitigation

Table 5

Information and main results of investigated columns.

Column no.FRP typeFRP thickness (mm)Retrofitting modeMax deflection (mm) (°)

S-136.711.40
C1-ACFRP0.17Mode A28.561.09
C1-BCFRP0.17Mode B31.571.21
C1-CCFRP0.17Mode C31.091.19
C1-DCFRP0.17Mode D32.441.24
C2-ACFRP0.34Mode A23.910.91
C3-ACFRP0.51Mode A20.790.79
C3-BCFRP0.51Mode B23.170.88
C3-CCFRP0.51Mode C22.930.88
C3-DCFRP0.51Mode D23.850.91
C4-ACFRP0.68Mode A18.080.69
C5-ACFRP0.85Mode A17.900.68
A1-AAFRP0.17Mode A33.821.29
A1-BAFRP0.17Mode B35.741.36
A1-CAFRP0.17Mode C35.131.34
A1-DAFRP0.17Mode D35.961.37
A2-AAFRP0.34Mode A29.551.13
A3-AAFRP0.51Mode A25.760.98
A3-BAFRP0.51Mode B27.691.06
A3-CAFRP0.51Mode C27.031.03
A3-DAFRP0.51Mode D28.041.07
A4-AAFRP0.68Mode A22.790.87
A5-AAFRP0.85Mode A22.030.84
G1-AGFRP0.17Mode A31.731.21
G1-BGFRP0.17Mode B34.611.32
G1-CGFRP0.17Mode C34.151.30
G1-DGFRP0.17Mode D35.121.34
G2-AGFRP0.34Mode A26.931.03
G3-AGFRP0.51Mode A23.110.88
G3-BGFRP0.51Mode B24.980.95
G3-CGFRP0.51Mode C24.270.93
G3-DGFRP0.51Mode D25.860.99
G4-AGFRP0.68Mode A20.920.80
G5-AGFRP0.85Mode A20.380.78

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