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Journal Articles
Journal of Structural Fire Engineering (2011) 2 (2): 91–107.
Published: 01 June 2011
... and were tested in a floor furnace. A steel bar reinforced beam was used as control specimen. A rebar temperature of 500°C was selected as failure criterion for the beam. Non-linear temperature distribution across the beam cross section was observed. Temperature rise in the compression concrete was found...

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