Table 2 Experimental results of reinforced basalt fiber large eccentric compression members.

From: Experimental study on the mechanical properties of short-cut basalt fiber reinforced concrete under large eccentric compression

Large eccentric compression column ID

Cracking load (kN)

Ultimate load (kN)

Peak lateral displacement

Maximum crack width

BF-0-0-1

45

125

4.78

0.252

BF-0-0-2

40

115

4.81

0.248

BF-0-0-3

40

125

4.82

0.243

BF-12-0.15-1

55

135

5.61

0.222

BF-12-0.15-2

60

130

5.32

0.220

BF-12-0.15-3

65

130

5.21

0.216

BF-24-0.15-1

60

160

5.75

0.204

BF-24-0.15-2

70

160

5.14

0.206

BF-24-0.15-3

60

165

5.81

0.198

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