Detection of Microcracking in Concrete Subjected to Elevated Temperature at Very Early Age by Acoustic Emission
Author:
Affiliation:
1. Graduate School of Environment and Information Sciences, Yokohama National University, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/8/2/8_2_201/_pdf
Reference28 articles.
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2. Akçaoglu, T., Tokyay, M. and Celik, T. (2002). “Effect of coarse aggregate size on interfacial cracking under uniaxial compression.” Materials letters, 57(4), 828-833.
3. Bentz, D. P., Lura, P. and Roberts, J. W. (2005). “Mixture proportioning for internal curing.” Concrete International (ACI), 27(2), 35-40.
4. Caliskan, S. and Karihaloo, B. L. (2004). “Effect of surface roughness, type and size of model aggregates on the bond strength of aggregate/mortar interface.” Interface Science, 12(4), 361-374.
5. Celik, O. and Nicholas, J. C. (2006). “Concrete strength testing.” In: Joseph F. L. and James, H. P., Significance of Tests and Properties of Concrete and Concrete-Making Materials. West Conshohoken: ASTM International, 125-140.
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