Meso-scale Modeling of Anomalous Moisture Transport in Concrete Considering Microstructural Change of Cement-based Material
Author:
Affiliation:
1. Graduate School of Engineering, The University of Tokyo, Tokyo, Japan.
2. Graduate School of Environmental Studies, Nagoya University, Nagoya, Japan.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/6/22_344/_pdf
Reference84 articles.
1. 1) Aldea, C.-M., Shah, S. P. and Karr, A., (1999). “Effect of cracking on water and chloride permeability of concrete.” Journal of Materials in Civil Engineering, 11(3), 181-187.
2. 2) Alderete, N. M., Villagrán-Zaccardi, Y. A. and De Belie, N., (2019). “Physical evidence of swelling as the cause of anomalous capillary water uptake by cementitious materials.” Cement and Concrete Research, 120, 256-266.
3. 3) Asselin, A., Charron, J. P., Desmettre, C., Benboudjema, F. and Oliver-Leblond, C., (2023). “Numerical simulations for the determination of chloride diffusivity in reinforced concrete under tensile load.” In: A. Jędrzejewska, F. Kanavaris, M. Azenha, F. Benboudjema, and D. Schlicke, Eds. Proc. International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures. (SynerCrete ’23), Milos, Greece 14-16 June 2023. Cham, Switzerland: Springer Nature Switzerland AG, 473-484.
4. 4) Bolander, J. E. and Berton, S., (2004). “Simulation of shrinkage induced cracking in cement composite overlays.” Cement and Concrete Composites, 26(7), 861-871.
5. 5) Bolander, J. E. and Saito, S., (1998). “Fracture analyses using spring networks with random geometry.” Engineering Fracture Mechanics, 61(5-6), 569-591.
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