Multi-scale Computational Modeling on the Equivalent Element Method for Freeze-thaw Damage of Concrete
Author:
Affiliation:
1. Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning Province, PR China.
2. School of Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning Province, PR China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/20/12/20_703/_pdf
Reference36 articles.
1. 1) Bentz, D. P., (2006). “Modeling the influence of limestone filler on cement hydration using CEMHYD3D.” Cement and Concrete Composites, 28(2), 124-129.
2. 2) Bharadwaj, K., Glosser, D., Moradllo, M. K., Isgor, O. B. and Weiss, W. J., (2019). “Toward the prediction of pore volumes and freeze-thaw performance of concrete using thermodynamic modelling.” Cement and Concrete Research, 124, 105820.
3. 3) Cao, Y. Y. Y., Liu, G., Brouwers, H. J. H. and Yu, Q. L., (2020). “Enhancing the low-velocity impact resistance of ultra-high performance concrete by an optimized layered-structure concept.” Composites Part B: Engineering, 200, 108221.
4. 4) Coussy, O. and Monteiro, P. J. M., (2008). “Poroelastic model for concrete exposed to freezing temperatures.” Cement and Concrete Research, 38(1), 40-48.
5. 5) Du, X., Jin, L. and Ma, G., (2013). “Macroscopic effective mechanical properties of porous dry concrete.” Cement and Concrete Research, 44, 87-96.
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