Abstract:In the present article the failure behaviour of a steel, beam type element supported against fire by protection boards, is studied. Threedimensional, coupled temperature-displacement, non-linear finite element analysis models have been developed to simulate the unprotected and protected structure. A simple modelling approach is proposed for the investigation of the influence of the gradual failure of fire protection at elevated temperatures, on the structural performance of the system, under thermal and mechan… Show more
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