Detail publikace

Fracture Simulations of Concrete Using Discrete Meso-level Model with Random Fluctuations of Material Parameters

ELIÁŠ, J. VOŘECHOVSKÝ, M. LE, J.

Originální název

Fracture Simulations of Concrete Using Discrete Meso-level Model with Random Fluctuations of Material Parameters

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper presents numerical simulations of concrete fracture performed on beams of variable size and notch depth using the stochastic meso-level discrete model. The model includes a substantial part of randomness in concrete heterogeneity by accounting for the largest grains when assembling the lattice geometry. The remaining randomness, caused by finer particles and the non-uniformity of the mixing process, is introduced by random fluctuations of material parameters represented by a random field. The results of the stochastic meso-level discrete model are compared with published fracture experiments performed on concrete beams loaded in three-point bending. The effects of randomness in connection with different beam size and notch depth are discussed, as well as observed differences in dissipated energy.

Klíčová slova

-

Autoři

ELIÁŠ, J.; VOŘECHOVSKÝ, M.; LE, J.

Rok RIV

2014

Vydáno

1. 10. 2014

Nakladatel

Springer

ISBN

978-3-319-06330-0

Kniha

Multiscale Modeling and Uncertainty Quantification of Materials and Structures

Strany od

3

Strany do

18

Strany počet

16

BibTex

@inproceedings{BUT114006,
  author="Jan {Eliáš} and Miroslav {Vořechovský} and Jia-Liang {Le}",
  title="Fracture Simulations of Concrete Using Discrete Meso-level Model with Random Fluctuations of Material Parameters",
  booktitle="Multiscale Modeling and Uncertainty Quantification of Materials and Structures",
  year="2014",
  pages="3--18",
  publisher="Springer",
  doi="10.1007/978-3-319-06331-7",
  isbn="978-3-319-06330-0"
}