Flexural design curves of steel plate I‐girders at elevated temperatures: I‐girders with yield or local buckling failure mode

Abstract

SummaryThe present study was undertaken to characterize the structural behavior and ultimate flexural strength of steel plate I‐girders under pure flexural moment at elevated temperatures. A novel design procedure along with flexural design curves was proposed to predict the flexural behavior of the I‐girders and estimate corresponding ultimate flexural strengths. The main strategy of the procedure is to find an ambient‐temperature equivalent of the I‐girder by quantifying and formulating the effects of elevated temperatures. The proposed procedure comprises overall and partial phases. The former phase deals with the determination of equivalent laterally unbraced length, and the latter phase addresses the equivalent web and compression flange slenderness parameters. The calibration factor was defined to adapt the design curves to the effects of high compression flange slenderness parameters and residual stress at elevated temperatures. To generate comparative results, a numerical study was conducted by analyzing 216 finite element (FE) models. Fifty‐four out of 216 FE models with different cross‐sectional elements were dedicated to the I‐girders fail by yield or local buckling failure mode, the results of which are reported in the present paper. Data fitting analysis was carried out to capture the variation of calibration factor with respect to compression flange slenderness parameters. By calibrating the proposed design procedure, the results were converged and, therefore, good conformity was reached between the numerical and parametric results.