Computational Life Assessment of ASR-damaged RC Decks by Site-Inspection Data Assimilation
Author:
Affiliation:
1. Department of Civil Engineering, The University of Tokyo, Japan.
2. Institute of Industrial Science, The University of Tokyo, Japan.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/16/1/16_46/_pdf
Reference40 articles.
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2. 2) Bangert, F., Kuhl, D. and Meschke, G., (2004). “Chemo-hygro-mechanical modeling and numerical simulation of concrete deterioration caused by alkali-silica reaction.” International Journal for Numerical and Analytical Methods in Geomechanics, 28(7-8), 689-714.
3. 3) Bažant, Z. P. and Steffens, A., (2000). “Mathematical model for kinetics of alkali-silica reaction in concrete.” Cement and Concrete Research, 30(3), 419-428.
4. 4) Bilodeau, S., Allard, A., Bastien, J., Pissot, F., Fourinier, B., Mitchell, D. and Bissonnette, B., (2016). “Performance evaluation of thick concrete slabs affected by alkali-silica reaction (ASR) – Part II: Structural aspects.” Proceedings of 15th International Conference on Alkali-Aggregate reaction, paper-20.
5. 5) Elakneswaran, Y. and Ishida, T., (2013). “Integrating physicochemical and geochemical aspects for development of a multi-scale modeling framework to performance assessment of cementitious materials.” Multi-Scale Modeling and Characterization of Infrastructure Materials, RILEM BOOKSERIES, 8, 63-78.
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