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.
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1 June 2015
Research Article|
June 01 2015
Fire Test of Timber-fibre Concrete Composite Floor Available to Purchase
Eva Caldová;
Eva Caldová
1
Czech 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
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František Wald;
František Wald
1
Czech 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
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Anna Kuklíková
Anna Kuklíková
1
Czech 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
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Publisher: Emerald Publishing
Online ISSN: 2040-2325
Print ISSN: 2040-2317
Journal of Structural Fire Engineering (2015) 6 (2): 147–154.
Citation
Caldová E, Wald F, Kuklíková A (2015), "Fire Test of Timber-fibre Concrete Composite Floor". Journal of Structural Fire Engineering, Vol. 6 No. 2 pp. 147–154, doi: https://doi.org/10.1260/2040-2317.6.2.147
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