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This document summarizes a study that developed a 3D numerical model to simulate the fire resistance of axially loaded concrete-filled steel tubular columns. The model considers the individual thermal and mechanical properties of the steel and concrete, and their interaction at the interface. It was validated against experimental data, showing good prediction of temperature profiles, failure times, and displacements. The model was also compared to the simplified calculation method in Eurocode 4, finding it

Author

comandhurst

Language

EN