Fire resistance of reinforced concrete and steel structures

Volodymyr Sadkovyi, Volodymyr Andronov, Oleg Semkiv, Andrii Kovalov, Evgenіy Rybka (), Yurii Otrosh, Mykola Udianskyi, Volodymyr Koloskov, Alexander Danilin and Pavlo Kovalov
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Volodymyr Sadkovyi: National University of Civil Defence of Ukraine
Volodymyr Andronov: National University of Civil Defence of Ukraine
Oleg Semkiv: National University of Civil Defence of Ukraine
Andrii Kovalov: National University of Civil Defence of Ukraine
Evgenіy Rybka: National University of Civil Defence of Ukraine
Yurii Otrosh: National University of Civil Defence of Ukraine
Mykola Udianskyi: National University of Civil Defence of Ukraine
Volodymyr Koloskov: National University of Civil Defence of Ukraine
Alexander Danilin: National University of Civil Defence of Ukraine
Pavlo Kovalov: National University of Civil Defence of Ukraine

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Abstract: The scientific bases of ensuring fire resistance of reinforced concrete and steel building structures in the conditions of modern extreme influences are laid. The current state of fire safety of buildings and structures, as well as approaches, methods and tools for its assessment are analyzed. Analysis of emergencies and fires in the world has shown that the vast majority of them occur in buildings and structures. It is shown that the cause of catastrophic consequences and destruction is the non-compliance of the actual limit of fire resistance of building structures with regulatory requirements. This is due to the imperfection of methods and means of assessing the fire resistance of building structures, including fire-retardant. To overcome the shortcomings identified during the analysis, the paper develops physical and mathematical models of thermal processes occurring in the fire-retardant reinforced concrete structure. Based on the proposed models, a computational-experimental method for estimating the fire resistance of such structures has been developed. The efficiency of the proposed method was tested by identifying the relationship between the parameters of the fire-retardant plaster coating “Neospray” and the fire resistance of fire-retardant multi-hollow reinforced concrete floor. The study of fire resistance of steel structures is proposed to be carried out using reduced samples in the form of steel plates with dimensions of 500×500×5 mm. Based on the proposed models, a calculation and experimental method for estimating the fire resistance of steel structures, as well as an algorithm and procedures for its implementation have been developed. The verification of the efficiency of the proposed method was carried out in the ANSYS software package using the aged coating “Phoenix STS” and the coating “Amotherm Steel Wb” under heating conditions at the temperature of the hydrocarbon fire. The reliability of the developed models and methods is checked. It is established that random errors in temperature measurement significantly affect the accuracy of determining the thermophysical characteristics and limits of fire resistance. In general, the efficiency of the proposed calculation and experimental methods with sufficient accuracy for engineering calculations is confirmed.

Keywords: Fire resistance; fire resistance assessment method; fire protection; fire protective coatings; fireproof building structures; fire protection ability of coatings; fire temperature regimes; thermo-physical characteristics (search for similar items in EconPapers)
Date: 2021
ISBN: 978-617-7319-43-5
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Persistent link: https://EconPapers.repec.org/RePEc:baq:pcbook:978-617-7319-43-5.redif

DOI: 10.15587/978-617-7319-43-5

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