In situ measurement of coefficient of thermal expansion in hardening concrete and its effect on thermal stress development

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초록

It is well known that the coefficient of thermal expansion (CTE) has substantial effects on behavior and performance of concrete structures. In this study, a time-dependent variation of CTE in hardening concrete was examined based on a series of field experiments using a device called impervious non-stress cylinder (INC). The results showed consistent trends: (1) the CTE at the time of setting is about twice as high as the CTE in the stabilized stage and (2) after the CTE's initial sudden drop, it starts to slightly increase for a certain period of time and then stabilizes. The present study also quantitatively investigated the effect of time-dependent CTE variation on thermal stress developments. The results revealed that the effect of CTE's time-dependent variation is non-negligible; rather, it may be of great importance for accurate assessments of early-age cracking potential and the later-age behavior and response of concrete structures. Published by Elsevier Ltd.

키워드

Coefficient of thermal expansion; Early-age cracking potential; Hardening concrete; In situ measurement; Thermal stress; EARLY-AGE CONCRETE; HIGH-PERFORMANCE CONCRETE; HORIZONTAL CRACKING; CEMENT PASTE; SHRINKAGE; PAVEMENT; TEMPERATURE; PREDICTION; HYDRATION; DILATION
제목
In situ measurement of coefficient of thermal expansion in hardening concrete and its effect on thermal stress development
저자
Yeon, Jung Heum; Choi, Seongcheol; Won, Moon C.
DOI
10.1016/j.conbuildmat.2012.07.111
발행일
2013-01
유형
Article
저널명
Construction and Building Materials
권
38
페이지
306 ~ 315