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KADĚROVÁ, J. ELIÁŠ, J.
Originální název
Simulations of Bending Experiments of Concrete Beams by Stochastic Discrete Model
Anglický název
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
čeština
Originální abstrakt
The paper describes results of numerical simulations of experiments on concrete beams loaded in three-point bending. Stochastic lattice-particle model has been applied in which the material was represented by discrete particles of random size and location. Additional spatial variability of material properties was introduced by stationary autocorrelated random field. Three different types of geometrically similar beams were modeled: half-notched, fifth-notched and unnotched, each in four different sizes. The deterministic and stochastic model parameters were identified via automatic procedure based on comparison to a subset of experimental data, so that the adequacy of the model response could be validated by comparison with the remaining experimental data.
Anglický abstrakt
Klíčová slova
Bending, Concrete, Lattice-Particle Model, Notch, Numerical Simulation, Random Field
Klíčová slova v angličtině
Autoři
KADĚROVÁ, J.; ELIÁŠ, J.
Rok RIV
2014
Vydáno
15. 2. 2015
Nakladatel
Trans Tech Publications Ltd.
Místo
Switzerland
ISBN
978-3-03835-235-8
Kniha
Advances in Fracture and Damage Mechanics XIII
Číslo edice
627
ISSN
1013-9826
Periodikum
Key Engineering Materials (print)
Ročník
Stát
Švýcarská konfederace
Strany od
457
Strany do
460
Strany počet
4
BibTex
@inproceedings{BUT109641, author="Jana {Kaděrová} and Jan {Eliáš}", title="Simulations of Bending Experiments of Concrete Beams by Stochastic Discrete Model", booktitle="Advances in Fracture and Damage Mechanics XIII", year="2015", journal="Key Engineering Materials (print)", volume="627", number="627", pages="457--460", publisher="Trans Tech Publications Ltd.", address="Switzerland", doi="10.4028/www.scientific.net/KEM.627.457", isbn="978-3-03835-235-8", issn="1013-9826" }