Improved fire design of steel I-sections under combined compression and bending

• DOI: 10.1016/j.istruc.2023.04.021
• Publication Date: 2023-04-27T23:46:20Z
• Authors: Liya Li; Jeanne Paquet; Carlos Couto; Paulo Vila Real; Nicolas Boissonnade
• Keywords: 02 engineering and technology; 0201 civil engineering

The fire resistance of hot-rolled and welded I-sections under combined compression and bending is numerically investigated in this study. Advanced non-linear shell models were developed and validated against existing experimental data on steady-state and transient-state tests. These models have been further used within parametric studies to gather a large cross-sectional resistance dataset. Various cross-section slenderness, section shapes, steel grades, fire temperatures and load combinations have been considered. The numerical results were used to evaluate the design rules suggested by current and upcoming European provisions, the EN 1993–1-2 and prEN 1993–1-2, respectively. It is observed that these two design recommendation sets usually lead to scattered and discontinuous resistance predictions, owing to the inappropriateness of the cross-sectional classification system and to inaccurate interaction equations. The Overall Interaction Concept (O.I.C.), which has been formerly proposed for the fire design of I-sections under axial compression or pure bending, is extended in this paper to combined compression and bending load cases and shown to yield more accurate, consistent and straightforward resistance predictions than EN 1993–1-2 and prEN 1993–1-2.<br/>published<br/>