Abstract
In this study, the stub columns of built-up H-section and square hollow section subjected to eccentrical loads are tested to evaluate the applicability of the structural members with 800MPa high-strength steel (HSA800) on current design specification. Analytical studies of FE model are conducted to validate the test results and then the verified FE models are used for extensive parametric studies for checking up the applicability of current design code. The parameters are width-to-thickness ratios and axial load ratios. From P-M correlations on parameter models, all stub columns with non-compact sections exceed the current design requirements about axial force and flexural strength ratios are sufficiently secured as the axial load ratios are decreased. The built-up hollow sections with slender section model do not satisfy the current design specification about axial force.
| Translated title of the contribution | Analytical Study on the Structural Behaviors of Stub Columns Fabricated with HSA800 of High Performance Steel Subjected to Eccentric Loads |
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| Original language | Korean |
| Pages (from-to) | 453-461 |
| Number of pages | 9 |
| Journal | 한국강구조학회 논문집 |
| Volume | 26 |
| Issue number | 5 |
| DOIs | |
| State | Published - Oct 2014 |