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Hybrid fire testing

This presentation is dedicated to real time hybrid testing of building members subjected to the action of fire.
It will be shown why, whereas pseudo-dynamic testing is possible in other fields, real time hybrid testing is the only possible option for the evaluation of fire performance (except, perhaps, for pure metallic unprotected structures).
For some structures subjected to fire, the load bearing mechanism in the physical component is completely modified during the test and this modification can take place within a very short period of time. Because of that, the computational demand can be very challenging if the simulated element is simulated in a fully nonlinear computer model, especially if the thermal problem (temperature distribution in the structure) and the mechanical problem have both to be solved within each time step.
In order to avoid these difficulties, a possible solution may be to calculate the stiffness matrix that dictates the reaction of the simulated element on the tested element before the test. This matrix can be constant or vary as a function of the displacements measured at the interface during the test.
This procedure is very robust but it also has some shortcomings and limitations. The main topic of this paper is the discussion of the advantages and limitations of this procedure applied to hybrid fire testing.
A series of three tests which is now under preparation to be performed in the furnace PROMETHEE of CERIB, in France, will also be described in this respect. Preliminary results will be presented if some or all of the tests have been performed at the date of the conference.

Author(s):

Ana Sauca    
University of Liege, Dpt of SE, Liege
Belgium

Thomas Gernay    
University of Liege, Dpt of SE, Liege
Belgium

Fabienne Robert    
CERIB, Epernon
France

Jean Marc Franssen    
University of Liege, Dpt of SE, Liege
Belgium