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KVĚTOŇ, J. ELIÁŠ, J.
Originální název
Identification of Material Parameters for Nonlocal Model of Concrete Fracture
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
This paper presents simulation of large experimental series on bended concrete beams performed at the Northwesten University by the team of Professor Bažant. The beams have different size and notch depth. The simulations were performed using the continuous nonlocal isotropic damage model. The focus of the paper is identification of model parameters according to the experimental data. Besides the load–crack opening curves taken from experiments, the identification also relies on information about the fracture process zone size provided by discrete modeling of the same experimental series.
Klíčová slova
concrete fracture, experimental data, nonlocal model, weight function, identification, energy dissipation.
Autoři
KVĚTOŇ, J.; ELIÁŠ, J.
Rok RIV
2015
Vydáno
1. 9. 2015
Nakladatel
J. Kruis, Y. Tsompanakis, B.H.V. Topping
ISBN
978-1-905088-63-8
Kniha
Proceedings of the Fifteenth International Conference on Civil, Structural and Enviromental Engineering Computing, CivilComp 2015
ISSN
1759-3433
Periodikum
Civil-Comp Proceedings
Ročník
Číslo
108
Stát
Spojené království Velké Británie a Severního Irska
Strany od
1
Strany do
11
Strany počet
BibTex
@inproceedings{BUT124065, author="Josef {Květoň} and Jan {Eliáš}", title="Identification of Material Parameters for Nonlocal Model of Concrete Fracture", booktitle="Proceedings of the Fifteenth International Conference on Civil, Structural and Enviromental Engineering Computing, CivilComp 2015", year="2015", journal="Civil-Comp Proceedings", volume="2015", number="108", pages="1--11", publisher="J. Kruis, Y. Tsompanakis, B.H.V. Topping", isbn="978-1-905088-63-8", issn="1759-3433" }