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비정질 강섬유보강콘크리트의 구속건조수축균열 특성

Authors
김선두최경규최세진
Issue Date
2014
Publisher
대한건축학회
Keywords
Drying shrinkage cracking; Amorphous steel fibers; Degree of restraint; Crack control; 수축 균열; 비정질 강섬유; 구속도; 균열제어
Citation
대한건축학회논문집 구조계, v.30, no.7, pp.63 - 70
Journal Title
대한건축학회논문집 구조계
Volume
30
Number
7
Start Page
63
End Page
70
URI
http://scholarworks.bwise.kr/ssu/handle/2018.sw.ssu/10614
DOI
10.5659/JAIK_SC.2014.30.7.63
ISSN
1226-9107
Abstract
In this study, free and restraint drying shrinkage tests of conventional and amorphous steel fiber-reinforced concrete were performed to investigate the shrinkage characteristics. To consider the effect of restraint condition of concrete on shrinkage cracking, three different test setups were used: ring type restraint test according to ASTM C 1581-04, dumbbell type restraint test according to KS F 2595, and modified dumbbell type restraint test with notches. Crack widths and strain profiles acquired from the tests were compared and investigated. The test results showed that the addition of amorphous steel fibers with 0.2-0.4% volume fraction into concrete resulted in 30% reduction of free drying shrinkage, 3-5 days delay of crack development time, and 20-60% reduction of crack width. Thus, it can be concluded that the amorphous steel fibers can be used for the purpose of crack control of concrete shrinkage cracking.
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