Abstract
This paper reports on in-depth finite element analyses relative to the local buckling behaviour and ultimate resistance of mono-symmetric I-sections under combined load cases. Non-linear numerical models are first developed and validated against existing test results and then used to carry out extensive parametric studies considering wide ranges of steel grades, section slenderness, mono-symmetric degrees and loading situations. The numerical results are used as references to analyse the structural performance of hot-rolled and welded mono-symmetric I-sections under combined load cases, and to assess the accuracy of design equations based on the Overall Interaction Concept (O.I.C.) approach. The O.I.C.-based proposal is shown to yield accurate, consistent and continuous resistance predictions; conversely, both Eurocode 3 and AISC 360 reveal over-conservative predictions. Finally, a statistical analysis following the guidelines of EN 1990 is performed, quantifying the reliability level of the proposed O.I.C. approach.
Published Version
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