Simulations of Split Hopkinson Pressure Bar by Discrete Mesoscale Model

J. Elias, J. Kveton (2019). "Simulations of Split Hopkinson Pressure Bar by Discrete Mesoscale Model." In Proceedings of FraMCoS 10, Bayonne, France.

J. Elias, J. Kveton. "Simulations of Split Hopkinson Pressure Bar by Discrete Mesoscale Model." Paper presented at FraMCoS 10, Bayonne, France, 2019.

J. Elias, J. Kveton, "Simulations of Split Hopkinson Pressure Bar by Discrete Mesoscale Model," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{j-elias2019,
  title     = {Simulations of Split Hopkinson Pressure Bar by Discrete Mesoscale Model},
  author    = {J. Elias, J. Kveton},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - Simulations of Split Hopkinson Pressure Bar by Discrete Mesoscale Model
AU  - J. Elias
AU  - J. Kveton
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Simulations_of_Split_Hopkinson_Pressure_Bar_by_Discrete_Mesoscale_Model.pdf
AB  - The contribution presents simulations of concrete fracture under high strain rates. For rela- tively low rates (below 0.1 m/s) rate dependency is attributed mostly to creep phenomenon, whereas for higher rates the leading phenomenon is inertia. Discrete meso-scale model is used to represent materialbehavior. Thankstotheexplicitrepresentationofmesoscalestructure,themaininertiaeffects should be captured automatically. However, the inertia due to smaller omitted particles must be phenomenologically represented as a rate dependent component of the constitutive relation. In the presented study, several model parameters settings are investigated and the results of the numerical simulations are compared with the experimental evidence.
ER  -