Open AccessFatigue behavior of concrete in cyclic low-temperature impacts
Author(s) -
B. I. Pinus,
М. П. Калашников
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/687/3/033010
Subject(s) - parametric statistics , cracking , fatigue cracking , frost (temperature) , structural engineering , humidity , materials science , environmental science , generalization , geotechnical engineering , mathematics , engineering , composite material , statistics , thermodynamics , physics , mathematical analysis
Wear and tear of concrete and reinforced concrete structures in harsh climatic conditions is analyzed as a fatigue process with various cumulative failures. For the criteria of their prediction, it is proposed to use dynamic models containing the kinetics of changes of informative and sensitive indicators of the constructive properties of concrete during cyclical freezing and thawing (CFT). An experimental-analytical generalization of the measurement of the following indicators is presented: strength, components of deformations, cracking, and the energy potential of concrete destruction during the exhaustion of its frost resistance. It is proposed, as a first approximation permissible under the conditions of the onset of fatigue parametric failures, to take the level of external temperature and humidity effects equivalent to (ultimately) 85 ÷ 90% of the frost resistance mark.