Turo Välikangas
Laboratory of Chemistry and Bioengineering, Technical University of Tampere, Finland
Sami Pajunen
Laboratory of Civil Engineering, Technical University of Tampere, Finland
Jolanta Baczkiewicz
Laboratory of Civil Engineering, Technical University of Tampere, Finland
Singh Shobhana
Energy Technology, Aalborg University, Denmark
Kim Sørensen
Energy Technology, Aalborg University, Denmark
Download articlehttp://dx.doi.org/10.3384/ecp17138121Published in: Proceedings of the 58th Conference on Simulation and Modelling (SIMS 58) Reykjavik, Iceland, September 25th – 27th, 2017
Linköping Electronic Conference Proceedings 138:16, p. 121-127
Published: 2017-09-27
ISBN: 978-91-7685-417-4
ISSN: 1650-3686 (print), 1650-3740 (online)
In the design of steel structures, special attention must be
paid on structural fire design in order to ensure a specified
safe time period that the structure can withstand the fire
without collapse. In the European design rules, the standard
practise assumes uniform temperature for steel beam
cross sections while the surrounding area is subjected to
the so called standard fire. When the ambient temperature
field is not uniform (e.g. at beam joint areas) neither will
be the beam cross section temperature field. This paper
studies the contribution of natural convection and cavity
radiation to the temperature field of a hollow beam cross
section in the case of non-uniform ambient temperature
by using transient CFD-simulations.
Hollow beam,natural
convection, cavity radiation, structural fire design, Open-
Foam