Open AccessTheoretical study on fatigue cumulative damage model of nanometer concrete
Author(s) -
Wei Li,
Ling Xiong,
Xiaochu Wang,
Liuyujie
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/787/1/012183
Subject(s) - foundation (evidence) , structural engineering , reinforced concrete , materials science , forensic engineering , engineering , law , political science
In order to follow-up nano concrete freeze-thaw damage model can have a solid theoretical foundation, this paper elaborates the concrete damage theory and fatigue damage model, and analyzes the characteristic and law of development of concrete fatigue cumulative damage, in order to fully understand the deteriorating law of the fatigue damage of concrete freezing and thawing, guide the establishment of concrete freeze-thaw damage model.