Please use this identifier to cite or link to this item: https://dspace.uzhnu.edu.ua/jspui/handle/lib/53065
Title: METHOD FOR IDENTIFYING THE STRENGTH CHARACTERISTICS OF CONCRETE OF A REINFORCED CONCRETE CROSSBAR DURING HEATING UNDER CONDITIONS OF FIRE
Authors: Несух, Михайло Михайлович
Субота, Андрій Вікторович
Issue Date: 2023
Publisher: Eastern-European Journal of Enterprise Technologies
Description: This paper proposes a method that makes it possible to study the patterns of changes in the concrete strength of rein- forced concrete crossbars depending on the heating temperature under fire con- ditions by interpreting the results of their standard fire tests. For the implementa- tion of this method, it is proposed to use similar data obtained using mathemati- cal modeling based on the finite element method and given material properties, including the curve of concrete strength reduction recommended by the guide- lines, as data included in the set of mea- surement results during fire tests depend- ing on temperature. Such data are time dependences of temperature indicators at individual cross-section points and time dependence of the maximum deflection of the crossbar. The article proposes an interpolation method that makes it possi- ble to set the temperature at any point of the section based on the approximation of the isotherms by parabolas with a vari- able indicator of their power. A method based on the mathematical interpretation of temperature indicators obtained using the proposed interpolation method and the curve of the dependence of the maxi- mum deflection on time using a deforma- tion model for describing the stress-strain state is proposed to identify the depen- dence of the concrete strength of rein- forced concrete crossbars. The work also shows that the results obtained using the proposed method of identifying concrete strength reduction coefficients are adequate as their rela- tive error is on average no more than 7 %. Based on the results, the possibility of its application to study the regularities of the decrease in the strength of reinforced concrete crossbars under fire conditions has been proven Keywords: reinforced concrete cross- bar, concrete strength reduction factor, fire resistance, concrete strength
Type: Text
Publication type: Стаття
URI: https://dspace.uzhnu.edu.ua/jspui/handle/lib/53065
ISSN: 1729-3774
Appears in Collections:Наукові публікації кафедри міського будівництва і господарства

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