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Detail publikačního výsledku
ELIÁŠ, J.; VOŘECHOVSKÝ, M.; LE, J.
Originální název
Fracture Simulations of Concrete Using Discrete Meso-level Model with Random Fluctuations of Material Parameters
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
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.
Anglický abstrakt
Klíčová slova
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Klíčová slova v angličtině
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Vydáno
01.10.2014
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" }