A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Regularity of Decreasing Strength Limit at the Time of Concrete's Freeze-Thaw Cycling
Main purpose of research is establishing correlation of decreasing strength limit at the time of concretes thermo cycling. Research is based on invented in 2008 Method for definition of concretes frost resistance. This method is concerning to estimation of concrete's deformation after saturating of concrete sample by water, its freezing to standard temperature and defrosting. It has small labor input and high operability. During research, the theoretical analysis of results of experiment by the offered Method was carried out. Correlation between decreasing strength limit and unit strain of concrete samples was establish.
Regularity of Decreasing Strength Limit at the Time of Concrete's Freeze-Thaw Cycling
Main purpose of research is establishing correlation of decreasing strength limit at the time of concretes thermo cycling. Research is based on invented in 2008 Method for definition of concretes frost resistance. This method is concerning to estimation of concrete's deformation after saturating of concrete sample by water, its freezing to standard temperature and defrosting. It has small labor input and high operability. During research, the theoretical analysis of results of experiment by the offered Method was carried out. Correlation between decreasing strength limit and unit strain of concrete samples was establish.
Regularity of Decreasing Strength Limit at the Time of Concrete's Freeze-Thaw Cycling
Advanced Materials Research ; 941-944 ; 1537-1543
2014-06-06
7 pages
Article (Journal)
Electronic Resource
English
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