Research Article
Stiffness Analysis of Recycled Self-Compacting Concrete-Filled Circular Steel Tubular Columns under Eccentric Compression
Table 5
Combinations of
, , , , and strength grade of concrete.
| Parameter | Fixed values | | | | | Strength grade of concrete |
| Yield strength of the steel (MPa) | 235 | 345 | 390 | 420 | 235 | 235 | 235 | 235 | 235 | 235 | 235 | 235 | 235 | 235 | Steel ratio | 0.10 | 0.10 | 0.10 | 0.10 | 0.05 | 0.15 | 0.20 | 0.10 | 0.10 | 0.10 | 0.10 | 0.10 | 0.10 | 0.10 | Diameter-thickness ratio | 38.6 | 38.6 | 38.6 | 38.6 | 38.6 | 38.6 | 38.6 | 30 | 50 | 70 | 38.6 | 38.6 | 38.6 | 38.6 | Replacement ratio of RCA (%) | 50 | 50 | 50 | 50 | 50 | 50 | 50 | 50 | 50 | 50 | 0 | 100 | 50 | 50 | Strength grade of concrete | C50 | C50 | C50 | C50 | C50 | C50 | C50 | C50 | C50 | C50 | C50 | C50 | C30 | C60 |
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