Research Article
Effects of Size, Section Pattern, and Material on the Tensile Performance of Filled Thin-Walled Tubes
Table 1
Sizes and filling materials of different components under tension.
| Reference | Component type | Steel tube | Filler | Diameter (mm) | Thickness (mm) |
| Han et al. [7] | CFST | 140, 180 | 3.8, 3.85 | Self-consolidating C60 concrete steel fiber-reinforced C70 concrete | Li et al. [8] | CFST | 140 | 1.98, 2.99 | C60 concrete | Han et al. [9] | CFST | 160 | 3.92 | C40 concrete | Chen et al. [10] | CFST | 400 | 4, 6 | C60 concrete with reinforcing bars or angles | Chen et al. [11] | CFST | Han et al. [14] | CECFST | 114, 76 | 2.6, 1.98 | C60 concrete | Xu et al. [15] | AECFST | 400 | 5 | C50 concrete with encased angles | Zhu [17] | PFST | 45, 48 | 3 | PU | Gao et al. [19] | 304 SSTWT | 30.0 | 2.15 | PU, PTFE, ABS, Q235 |
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