Growth of Time-Dependent Strain in Reinforced Cement Concrete and Pre-stressed Concrete Flexural Members-Reference-Cited by-同舟云学术

Growth of Time-Dependent Strain in Reinforced Cement Concrete and Pre-stressed Concrete Flexural Members

Published:2012-06 Issue:2 Volume:6 Page:79-85
ISSN:1976-0485
Container-title:International Journal of Concrete Structures and Materials
language:en
Short-container-title:Int J Concr Struct Mater

Author:

Debbarma Swarup Rn.,Saha Showmen

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40069-012-0008-x/fulltext.html

Reference9 articles.

1. ACI 209R-92. (1992). Prediction of creep, shrinkage and temperature effects in concrete structures. ACI Manual of Concrete Practice, Part 1. Detroit: ACI.

2. American Concrete Institute. ACI. (2005). Building code requirements for structural concrete (ACI 318-05) and commentary (ACI R318-05). Michigan: Farmington Hills, pp. 112.

3. Bischoff, P. H. (2001). Effects of shrinkage on tension stiffening and cracking in reinforced concrete. Canadian Journal of Civil Engineering28(3), 363–374.

4. Gribniak, V., Kaklauskas, G., & Bacinskas, D. (2007). State-of-art review on shrinkage effect on cracking and deformations of concrete bridge elements. The Baltic Journal of Road and Bridge Engineering2(4),183–193.

5. Gribniak, V., Kaklauskas, G., et al. (2008). Shrinkage in reinforced concrete structures: A computational aspect. Journal of Civil Engineering and Management14(1), 49–60.

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