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EKR, J. CALDOVÁ, E. VYMLÁTIL, P. WALD, F. KUKLÍKOVÁ, A.
Original Title
Timber steel-fibre-reinforced concrete floor slabs subjected to fire
Type
journal article in Web of Science
Language
English
Original Abstract
This paper presents a finite element model (FE model) for a numerical analysis of a composite steel-fibre-reinforced concrete (SFRC) slab with unprotected secondary timber beams subjected to fire, taking tensile membrane action into account. The material models were calibrated by material tests and push-out tests in a preliminary study, and then the FE model was validated against the results of a full-scale furnace test. The validated FE model takes into account geometric and material nonlinearity, mechanical damage due to thermal loading, and the nonlinear connection between the SFRC slab and the timber beams. A new material model was created to improve the simulated behaviour of the SFRC, especially in tension. The validated FE model was supplemented by a semi-probabilistic safety concept based on the Eurocode standards, and was applied to define the fire resistance of different variants of timber SFRC flooring subjected to fire with various slab dimensions and design loads. This approach will be used to create a catalogue in which the fire resistance will be defined for specific parameters of the structure, for example dimensions, loads and materials. The research presented in this paper follows up on a previous study, which was presented in 2014.
Keywords
Timber, Steel-Fibre-Reinforced Concrete, Fire Resistance, Design Model, FEM
Authors
EKR, J.; CALDOVÁ, E.; VYMLÁTIL, P.; WALD, F.; KUKLÍKOVÁ, A.
Released
18. 7. 2017
Publisher
SPRINGER
Location
NEW YORK
ISBN
0018-3768
Periodical
HOLZ ALS ROH-UND WERKSTOFF
Year of study
76
Number
1
State
Federal Republic of Germany
Pages from
201
Pages to
212
Pages count
12
URL
https://link.springer.com/article/10.1007/s00107-017-1221-8
BibTex
@article{BUT163491, author="Jan {Ekr} and Eva {Caldová} and Petr {Vymlátil} and František {Wald} and Anna {kuklíková}", title="Timber steel-fibre-reinforced concrete floor slabs subjected to fire", journal="HOLZ ALS ROH-UND WERKSTOFF", year="2017", volume="76", number="1", pages="201--212", doi="10.1007/s00107-017-1221-8", issn="0018-3768", url="https://link.springer.com/article/10.1007/s00107-017-1221-8" }