Research Article
Study on Stressing State and Failure Criterion of Concrete-Filled Stainless Steel and Steel Tubular Column
Table 2
Size and strength of eccentric compression specimens.
| Specimen number | D0 × t0 (mm × mm) | Di × ti (mm × mm) | L (mm) | fy0 (MPa) | fyi (MPa) | fcu (MPa) |
| P800-50-4-a | 114 × 2 | 50 × 1.2 | 800 | 278.7 | 235 | 58 | P800-50-4-b | 114 × 2 | 50 × 1.2 | 800 | 278.7 | 235 | 58 | P800-76-14-a | 114 × 2 | 76 × 1.6 | 800 | 278.7 | 235 | 58 | P800-76-14-b | 114 × 2 | 76 × 1.6 | 800 | 278.7 | 235 | 58 | P800-89-45-a | 114 × 2 | 89 × 1.6 | 800 | 278.7 | 235 | 58 | P800-89-45-b | 114 × 2 | 89 × 1.6 | 800 | 278.7 | 235 | 58 | P1300-50-4-a | 114 × 2 | 50 × 1.2 | 1300 | 278.7 | 235 | 58 | P1300-50-4-b | 114 × 2 | 50 × 1.2 | 1300 | 278.7 | 235 | 58 | P1300-76-14-a | 114 × 2 | 76 × 1.6 | 1300 | 278.7 | 235 | 58 | P1300-76-14-b | 114 × 2 | 76 × 1.6 | 1300 | 278.7 | 235 | 58 | P1300-89-45-a | 114 × 2 | 89 × 1.6 | 1300 | 278.7 | 235 | 58 | P1300-89-45-b | 114 × 2 | 89 × 1.6 | 1300 | 278.7 | 235 | 58 | P1800-50-4-a | 114 × 2 | 50 × 1.2 | 1800 | 278.7 | 235 | 58 | P1800-50-4-b | 114 × 2 | 50 × 1.2 | 1800 | 278.7 | 235 | 58 | P1800-76-14-a | 114 × 2 | 76 × 1.6 | 1800 | 278.7 | 235 | 58 | P1800-76-14-b | 114 × 2 | 76 × 1.6 | 1800 | 278.7 | 235 | 58 | P1800-89-45-a | 114 × 2 | 89 × 1.6 | 1800 | 278.7 | 235 | 58 | P1800-89-45-b | 114 × 2 | 89 × 1.6 | 1800 | 278.7 | 235 | 58 |
|
|