An efficient approach for mesoscale fracture modeling of fully-graded hydraulic concrete

Author:

Xu Lei,Jiang Lei,Huang Ye-fei,Ren Qing-wen

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Civil and Structural Engineering

Reference27 articles.

1. Random particle model for fracture of aggregate or fiber composites;Bažant;J. Eng. Mech.,1990

2. Lattice discrete particle model (LDPM) for failure behavior of concrete. I: Theory;Cusatis;Cement Concr. Compos.,2011

3. Multiscale computational models for the simulation of concrete materials and structures;Cusatis,2014

4. Modeling of the quasibrittle fracture of concrete at meso-scale: Effect of classes of aggregates on global and local behavior;Gangnant;Cement Concr. Res.,2016

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

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