Variation of stress – crack opening relationships for tensile cracking of self-consolidating concrete at early ages
Author:
Affiliation:
1. Department of Civil Engineering, Daegu University, Jillyang, Gyeongsan, Gyeongbuk 712-714, South Korea.
2. Department of Civil and Environmental Engineering, Myongji University, San 38-2 Namdong Cheoingu Yongin Gyeongi Do 449-728, Korea.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/l11-125
Reference19 articles.
1. ACI Committee 231. 2010. 231R-10: Report on early-age cracking: causes, measurement, and mitigation. American Concrete Institute.
2. Bazant, Z.P., and Planas, J. 1998. Fracture and size effect in concrete and quasi-brittle materials. CRC Press.
3. Cohesive Fracturing and Stresses Caused by Hydration Heat in Massive Concrete Wall
4. Comite Euro-International Du Beton. 1993. CEB-FIP model code 1990. Thomas Telford, pp. 33–50.
5. A method for mix-design of fiber-reinforced self-compacting concrete
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