Meso-scale modelling of the size effect on the fracture process zone of concrete

@article{Grassl2011MesoscaleMO,
  title={Meso-scale modelling of the size effect on the fracture process zone of concrete},
  author={P. Grassl and D. Gr{\'e}goire and L. Solano and G. Pijaudier-Cabot},
  journal={International Journal of Solids and Structures},
  year={2011},
  volume={49},
  pages={1818-1827}
}
  • P. Grassl, D. Grégoire, +1 author G. Pijaudier-Cabot
  • Published 2011
  • Geology, Materials Science, Physics
  • International Journal of Solids and Structures
  • The size effect on the fracture process zone in notched and unnotched three point bending tests of concrete beams is analysed by a meso-scale approach. Concrete is modelled at the meso-scale as stiff aggregates embedded in a soft matrix separated by weak interfaces. The mechanical response of the three phases is modelled by a discrete lattice approach. The model parameters were chosen so that the global model response in the form of load-crack mouth opening displacement curves were in agreement… CONTINUE READING
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