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Post-flashover fires are widely adopted to represent natural fires. In literature, the temperature of a steel member exposed to a post-flashover fire is usually determined by first modeling the fire phenomenon by a empirical correlation (e.g. parameter fire model [1]) or advanced compute simulation (e.g. Fire Dynamic Simulation [2]) to obtain a temperature-time curve to represent the fire environment, then substituting the fire curve into a 1D condensed heat transfer model to obtain the steel temperature [3].
Post-flashover fires are widely adopted to represent natural fires. In literature, the temperature of a steel member exposed to a post-flashover fire is usually determined by first modeling the fire phenomenon by a empirical correlation (e.g. parameter fire model [1]) or advanced compute simulation (e.g. Fire Dynamic Simulation [2]) to obtain a temperature-time curve to represent the fire environment, then substituting the fire curve into a 1D condensed heat transfer model to obtain the steel temperature [3].
Steel Temperature in Natural Fires
Springer Theses
Zhang, Chao (Autor:in)
26.02.2015
16 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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