
Changes properties of concrete with cyclic low-temperature impacts
Author(s) -
B. I. Pinus
Publication year - 2020
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/880/1/012014
Subject(s) - frost (temperature) , materials science , fracture (geology) , fracture toughness , brittleness , composite material , geotechnical engineering , forensic engineering , geology , engineering
The analysis of concrete fracture in the process of exhaustion of its frost resistance. Statistical regularities and kinetics of ultimate strength upper limit of microdestruction and deformative values are established. A steady decline in the fracture toughness was found during cyclical freezing and thawing (FTC). Fatigue transformation of concrete long-term operation in severe climatic conditions is characterized with an increase in the danger of brittle fracture.