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. 2023 Jun 21;13:10075. doi: 10.1038/s41598-023-37101-4

Table 3.

The parameters of specimens.

Specimen Outer square steel tube B0 × t0 (mm) Inner square steel tube D0 × t0 (mm) Hollow ratio χ Concrete strength grade Column height H (mm) Number of CFRP layers
S120 × 3_20 × 3_0 120 × 3 20 × 3 0.17 C30 500
S120 × 3_40 × 3_0 120 × 3 40 × 3 0.33 C30 500
S120 × 3_60 × 3_0 120 × 3 60 × 3 0.50 C30 500
S120 × 3_20 × 3_1a 120 × 3 20 × 3 0.17 C30 500 1
S120 × 3_20 × 3_1b 120 × 3 20 × 3 0.17 C30 500 1
S120 × 3_20 × 3_3a 120 × 3 20 × 3 0.17 C30 500 3
S120 × 3_20 × 3_3b 120 × 3 20 × 3 0.17 C30 500 3
S120 × 3_40 × 3_1a 120 × 3 40 × 3 0.33 C30 500 1
S120 × 3_40 × 3_1b 120 × 3 40 × 3 0.33 C30 500 1
S120 × 3_40 × 3_3a 120 × 3 40 × 3 0.33 C30 500 3
S120 × 3_40 × 3_3b 120 × 3 40 × 3 0.33 C30 500 3
S120 × 3_60 × 3_1a 120 × 3 60 × 3 0.50 C30 500 1
S120 × 3_60 × 3_1b 120 × 3 60 × 3 0.50 C30 500 1
S120 × 3_60 × 3_3a 120 × 3 60 × 3 0.50 C30 500 3
S120 × 3_60 × 3_3b 120 × 3 60 × 3 0.50 C30 500 3

B0 is the side length of the outer rectangular steel tube, D0 is the side length of the inner rectangular steel tube, t0 is the thickness of the pipe.

S120 × 3_20 × 3_1b: “S”—square steel tube;“120 × 3_20 × 3”—parameter of outer and inner steel tube;“1”—number of CFRP layers; “b”—distinguishing the same parameters.