Monitoring Alkali-Silica Reaction Significance in Nuclear Concrete Structural Members
Author:
Affiliation:
1. University of Tennessee, Knoxville, TN 37996, USA.
2. Oak Ridge National Laboratory, One Bethel Valley Road, Oak Ridge, TN 37831, USA.
3. RJ Lee Group, 350 Hochberg Road, Monroeville, PA 15146, USA.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/16/4/16_179/_pdf
Reference41 articles.
1. 1) ACI Committee 318, (2014). “Building Code Requirements for Structural Concrete and Commentary.” ACI318-14.
2. 2) ACI Committee 349, (2013). “Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary.” ACI349-13.
3. 3) Ahmed, T., Burley, E., Rigden, S. and Abu-Tair, A. I., (2003). “The effect of alkali reactivity on the mechanical properties of concrete.” Construction and Building Materials, 17, 123-144.
4. 4) Bach, F., Thorsen, T. and Nielsen, M., (1993). “Load-carrying capacity of structural members subjected to alkali-silica reactions.” Construction and Building Materials, 7, 109-115.
5. 5) Batic, O., Giaccio, G. and Zerbino, R., (2004). “On the effect of ASR cracking on the mechanical behavior of concrete in tension and compression.” Proceedings of the 12th International Conference on Alkali-Aggregate Reaction in Concrete, 1136-1141.
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