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Please use this identifier to cite or link to this item:
http://hdl.handle.net/1842/1892
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| Title: | A Study of Fire Durability for a Road Tunnel: Comparing CFD and Simple Analytical Models |
| Authors: | Reszka, Pedro Steinhaus, Thomas Biteau, Hubert Carvel, Ricky O Rein, Guillermo Torero, Jose L |
| Issue Date: | Aug-2008 |
| Citation: | P. Reszka, T. Steinhaus, H. Biteau, RO. Carvel, G. Rein, JL. Torero, “A Study of Fire Durability for a Road Tunnel Comparing CFD and Simple Analytical Models”, EUROTUN 2007 Computational Methods in Tunnelling, Viena, August 2007 |
| Publisher: | ECCOMAS, J. Eberhardsteiner et.al. (eds.) |
| Abstract: | The durability of various typical tunnel sections in the event of a prescribed 100
MW fire has been assessed. Cast-iron sections, pre-cast concrete sections and in-situ concrete
cut and cover sections are all considered to be part of a 1 km long road tunnel. An analysis of
the tunnel constructions and surrounding geology (based on a real tunnel) has led to the
estimation of failure temperatures for the structural elements, internal cladding systems, jet
fans and their fixings. A commercial computational fluid dynamics (CFD) code was used to
simulate various fire scenarios and calculate the times to failure of tunnel elements.
Simulations were carried out for fires in different locations for the three section types. In
parallel to the CFD study, an analytical model was devised to predict gas temperatures in the
tunnel. Both models used the same input variables and general assumptions and great
attention was given to establish the highest possible accuracy for all input variables and
general assumptions. Comparing the predicted gas phase temperatures shows that there is
less than a 20% difference between the complex CFD and the simple analytical model; this is
well within the bounds of uncertainty inherent in either model and to the input parameters.
Using both sets of gas phase temperatures, a detailed heat transfer study was carried out to
calculate the temperature evolution of each of the tunnel elements. The differences in gas
temperatures between the two modelling methods did not alter the conclusions regarding the
time to failure of any tunnel elements. It is found that fire durability can be better analyzed by
separating the fire environment into two zones, a near field close to the flames, where
accuracy is defined by the assumptions, and a far field where the precision of the results is
linked to the modelling method. This approach allows establishing that, for this particular
case, failure of structural elements can only occur in the near field. This study shows that the
detail of the calculations needs to be consistent with the accuracy of the input parameters and
assumptions. Although CFD models can give highly detailed results, the implied accuracy of
the results is defined by the assumptions inherent in the model setup, thus, there is the
potential of a very costly and refined computation that leads to results of comparable
accuracy to simple, less costly, models. |
| Keywords: | Tunnel Fire Safety Tunnel Structures Fire Modelling Collapse |
| URI: | http://hdl.handle.net/1842/1892 |
| Appears in Collections: | BRE Research Publications
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