ASSESSMENT OF CONCRETE RESISTANCE TO HIGH TEMPERATURES BASED ON STATE STANDARD 29167-2020

Authors

  • Сергей Николаевич Леонович БНТУ
  • Дмитрий Андреевич Литвиновский ООО «ИнжСпецСтройПроект»
  • Нелли Анатольевна Будревич БНТУ

DOI:

https://doi.org/10.36773/1818-1212-2021-125-2-20-23

Keywords:

high-strength concrete, fragility, crack resistance, ultimate strength, fracture toughness

Abstract

On the basis of the analysis of experimental studies, brittleness criteria for high-strength concrete at high temperatures are proposed and their threshold values are recommended, which are determined by the developed method for concrete at t=20°C. The brittleness criteria for high-strength concrete at high temperatures for operating structures are determined on the basis of the dependence of E and KIC on the surface hardness H. Based on the experimental data obtained, the value of the surface hardness (at) of high-strength concrete H>450 MPa is proposed, when heated, brittle fracture will occur.

 

 

 

Author Biographies

Сергей Николаевич Леонович, БНТУ

 

 

 

 

Дмитрий Андреевич Литвиновский, ООО «ИнжСпецСтройПроект»

 

 

 

 

Нелли Анатольевна Будревич, БНТУ

 

 

 

 

Published

2021-06-28

How to Cite

(1)
Леонович, С. Н.; Литвиновский, Д. А.; Будревич, Н. А. ASSESSMENT OF CONCRETE RESISTANCE TO HIGH TEMPERATURES BASED ON STATE STANDARD 29167-2020. Вестник БрГТУ 2021, 20-23.

Issue

Section

Civil and Environmental Engineering

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