Please use this identifier to cite or link to this item: http://lib.kart.edu.ua/handle/123456789/24217
Title: Carrying Capacity Definition of Steel-Concrete Beams with External Reinforcement under the Fire Impact
Authors: Vatulia, Glib
Orel, Yevhen
Kovalov, Maksym
Keywords: steel-concrete beam
structure fire resistance
fire-resistance rating
fire standard temperature conditions
limiting state
mathematical model
finite-element method
Issue Date: 2014
Publisher: Trans Tech Publications Ltd
Citation: Vatulia G. Carrying Capacity Definition of Steel-Concrete Beams with External Reinforcement under the Fire Impact / G. Vatulia, Ye. Orel, M. Kovalov // Applied Mechanics and Materials. - 2014. - Vol. 617. - P. 167-170.
Abstract: The authors proposed the results of fire resistance evaluation of steel-concrete beams with external sheet reinforcement at standard temperature range of fire in the room and justified specifications for flame-retardant coat due to design standards. In order to analyze fire resistance the three-dimensional computer models have been developed taking into account basic conditions of beams loading and bearing as well as non-linear "stress-strain" dependencies of concrete and external reinforcement.
URI: http://lib.kart.edu.ua/handle/123456789/24217
ISSN: 1660-9336 (print); 1662-7482 (online)
Appears in Collections:2014

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