Research Article
Determination of Critical Load in a Nonuniform Circular Steel Column under the Eccentric Axial Load
Table 3
The average and minimum discrepancies, case A.
| | (mm) | | Analytic
experiment | Numeric
experiment | CREO
experiment |
| | 12 | Minimum | 0.370% | 0.989% | 2.003% | | Average | 10.860% | 11.659% | 12.540% | | Maximum | 19.139% | 19.650% | 20.537% | | 5% perc. | 0.370% | 0.989% | 2.003% | | 50% perc. | 10.867% | 11.778% | 12.613% | | 95% perc. | 19.139% | 19.650% | 20.537% |
| | 14 | Minimum | 4.638% | 2.114% | 2.311% | | Average | 7.944% | 4,590% | 4.760% | | Maximum | 10.516% | 7.142% | 7.618% | | 5% perc. | 4.638% | 2.114% | 2.311% | | 50% perc. | 8.080% | 5.121% | 5.201% | | 95% perc. | 10.516% | 7.142% | 7.618% |
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