Early Age Deformation and Resultant Induced Stress in Expansive High Strength Concrete-Reference-Cited by-同舟云学术

Early Age Deformation and Resultant Induced Stress in Expansive High Strength Concrete

Published:2004 Issue:2 Volume:2 Page:155-174
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Ito Hidetoshi¹,Maruyama Ippei²,Tanimura Makoto³,Sato Ryoichi²

Affiliation:

1. Department of Civil and Architectural Engineering, Hiroshima Institute of Technology

2. Department of Social and Environmental Engineering, Hiroshima University

3. Research & Development Center, Taiheiyo Cement Corporation

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/2/2/2_2_155/_pdf

Reference33 articles.

1. Bentur, A., Igarashi, S. and Kovler, K. (2001). “Prevention of autogenous shrinkage in high strength concrete by internal curing using wet lightweight aggregates.” Cement and Concrete Research, 31, 1587-1591.

2. Bentz, D. P., Geiker, M. R. and Hansen, K. K. (2001). “Shrinkage-reducing admixtures and early-age desiccation in cement paste and mortars.” Cement and Concrete Research, 31, 1075-1085.

3. Berke, N. S. and Li, L. (2003). “Effectiveness of shrinkage reducing admixtures in reducing total shrinkage.” Advanced in Cement and Concrete, Copper Mountain, Colorado, USA, 101-109.

4. CEB, (1990). “CEB-FIP MODEL CODE 1990”, Thomas Telford, 2-29 - 2-34.

5. Holt, E. E. and Leivo, M. T. (2000). “Methods of reducing early-age shrinkage.” Proceedings of the International RILEM Workshop on Shrinkage of Concrete, Shrinkage 2000, Paris, France.

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