Research Article

Effect of Fiber Angles on Hybrid Double-Tube Concrete Columns under Monotonic Axial Compression

Table 1

Details of specimens.

SpecimenFRP tubeSteel tube
(mm)Fiber angles θType (mm) (mm)

A4-F45-M1,24.0±45°A1405.0
A4-F60-M1,24.0±60°A1405.0
A4-F80-M1,24.0±80°A1405.0
B4-F45-M1,24.0±45°B1204.5
B4-F60-M1,24.0±60°B1204.5
B4-F80-M1,24.0±80°B1204.5
A8-F45-M1,28.0±45°A1405.0
A8-F60-M1,28.0±60°A1405.0