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Fire Test of Timber-fibre Concrete Composite Floor

Eva Caldová 1 ,
František Wald 1 ,
Anna Kuklíková 1
1Czech Technical University in Prague, Faculty of Civil Engineering Thákurova 7, 166 29 Prague 6, Czech Republic eva.caldova@fsv.cvut.cz, wald@fsv.cvut.cz, kuklikov@fsv.cvut.cz

Journal of Structural Fire Engineering

ISSN: 2040-2317

Publication date: 17 June 2015

Abstract

The subject of this paper is a description of experimental programme of timber-fibre concrete floor in fire. Furnace test was performed on one full-size floor specimen at the Fire testing laboratory PAVUS. Floor specimen was 4, 5 m long and 3 m wide, consisting of 60 mm fibre concrete topping on plywood formwork, connected to GL beams. It was subjected the standard fire for over 150 min. The membrane effect of the floor was progressively activated and the fire performance of timber-fibre concrete floor was better comparing to traditional design method. The project is a part of the experimental research that deals with the effect of membrane action of composite timber fibre reinforced floor slabs exposed to fire which is based on previous research on steel fibre reinforced concrete slabs. The main objective of the project is the preparation of the analytical model which can predict the fire resistance of such floors with dispersed reinforcement.

Citation

Caldová, E., Wald, F. and Kuklíková, A. (2015), "Fire Test of Timber-fibre Concrete Composite Floor", Journal of Structural Fire Engineering, Vol. 6 No. 2, pp. 147-154. https://doi.org/10.1260/2040-2317.6.2.147

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