Research Article
Effect of Intermediate Stiffeners on the Behaviors of Partially Concrete Encased Steel Beams
Table 3
Test result of test specimens.
| Series | Specimen | (kN) | (%) | (kN) | (%) | (kN) | (kN.m) | | | (%) |
| PS | PS-NB | 68.0 | 3.75 | −66.3 | −3.13 | 67.2 | 27.70 | 0.94 | 1.04 | 5.44 | PS-SC | 72.3 | 3.75 | −69.8 | −3.75 | 71.1 | 29.31 | 0.99 | 1.10 | 5.21 | PS-MS | 69.5 | 3.75 | −68.2 | −3.75 | 68.8 | 28.39 | 0.96 | 1.06 | 5.67 | PS-HS | 71.4 | 3.75 | −68.8 | −3.13 | 70.1 | 28.91 | 0.98 | 1.08 | 6.11 | Average | | | | | 69.3 | | 0.97 | | 5.61 |
| PW | PW-NB | 54.8 | 3.75 | −54.1 | −3.13 | 54.5 | 22.46 | 0.89 | 0.99 | 4.52 | PW-SC | 56.8 | 3.75 | −55.5 | −3.13 | 56.1 | 23.15 | 0.92 | 1.02 | 4.75 | PW-MS | 56.8 | 3.75 | −55.9 | −3.75 | 56.3 | 23.23 | 0.93 | 1.03 | 4.69 | PW-HS | 55.6 | 3.13 | −54.3 | −3.13 | 55.0 | 22.67 | 0.90 | 1.00 | 4.74 | Average | | | | | 55.5 | | 0.91 | | 4.67 |
|
|