DocumentCode
2804918
Title
Experimental study on the thermal expansion coefficient of high-strength/performance concrete at early ages
Author
Li, Peng ; Yang, Yang
Author_Institution
Zhejiang Univ. of Technol., Hangzhou, China
fYear
2011
fDate
15-17 July 2011
Firstpage
3148
Lastpage
3151
Abstract
In this paper the thermal expansion coefficient of high strength/performance concrete with water-cement ratio of 0.3 at early ages was measured more accurately by improving Yang Yang proposed method previously, in which the temperature change was given to concrete specimens in a lower temperature region from -1 to 5°C. The results showed that a good linear relationship exists between the strain and change of temperature, and the ascending line coincided approximately with the descending line, the influence of autogenous shrinkage was controlled effectively and could be neglected by the method; the coefficient of thermal expansion drops rapidly immediately after initial setting and reaches the minimum at about age of 1 day, then it rises again negligibly to 3 days and converges on a steady value.
Keywords
cements (building materials); concrete; shrinkage; thermal expansion; water; autogenous shrinkage; high performance concrete; high strength concrete; temperature -1 degC to 5 degC; temperature change; thermal expansion coefficient; water-cement ratio; Concrete; History; Strain; Temperature measurement; Thermal engineering; Thermal expansion; early ages; high-strength/performance concrete; thermal expansion coefficient;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987657
Filename
5987657
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