THREE-DIMENSIONAL MESO-SCALE MODELING OF CONCRETE USING WEIGHTED DISCRETE VORONOI TESSELLATION
Author:
Affiliation:
1. 茨城大学大学院 理工学研究科 都市システム工学専攻
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejj/80/15/80_23-15015/_pdf
Reference19 articles.
1. 1) Jones, R. and Kaplan M. F.: The effect of coarse aggregate on the mode of failure of concrete in compression and flexure, Magazine of Concrete Research, Vol. 9, pp. 89-94, 1957.
2. 2) Bing, C and Juanyu, L.: Effect of aggregate on the fracture behavior of high strength concrete, Constr. Build. Mater., Vol. 18, pp. 585-590, 2004.
3. 3) Xiuli, D., Liu, J and Guowei, M.: A meso-scale numerical method for the simulation of chloride diffusivity in concrete, Finite Elements in Anal. Des., Vol. 85, pp. 87-100, 2014.
4. 4) Xiaofeng, W., Zhenjun, Y., and Andrey, J.: Monte Carlo simulations of mesoscale fracture of concrete with random aggregates and pores: a size effect study, Constr. Build. Mater., Vol. 80, pp. 262-272, 2015.
5. 5) Okan, Y and Jean, M.: A mesoscale fracture model for concrete, Cem. Concr. Res., Vol. 97, pp. 84-94, 2017.
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