2D and 3D homogenization and fracture analysis of concrete based on in-situ X-ray Computed Tomography images and Monte Carlo simulations

Author:

Huang Yujie,Yan Dongming,Yang Zhenjun,Liu Guohua

Funder

National Basic Research Program of China

National Natural Science Foundation of China

Zhejiang Provincial Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference60 articles.

1. Micromechanics based random material property fields for particulate reinforced composites;Baxter;Int J Solids Struct,2001

2. A damage-plasticity interface approach to the meso-scale modelling of concrete subjected to cyclic compressive loading;Grassl;Eng Fract Mech,2008

3. Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension;Grassl;Int J Solids Struct,2010

4. Meso-structural study of concrete fracture using interface elements. II: compression, biaxial and Brazilian test;López;Mater Struct,2008

5. Ren WY, Yang ZJ, Sharma R. 3D meso-scale image-based fracture modelling of concrete using cohesive elements. In: 22nd UK national conference on computational mechanics in engineering, exeter, April 2014.

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