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HRADIL, P.; KALA, J.
Originální název
Nonlinear Behaviour of the Concrete Specimen under Shear load
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
In this paper, a brief review of some typical models for concrete and concrete-like brittle materials is given. A detailed explanation of Modified Druker-Prager (MDP) model available in ANSYS/MultiPlas is presented next. Some potential issues with the present form of the MDP model are highlighted. In the last part of this paper, the MDP model with the currently proposed parameter settings is applied to simulate a physical test on a reinforced concrete slab under shear loading. The simulation results are compared with the experimental observations.
Anglický abstrakt
Klíčová slova
ANSYS, MultiPlas, Shear load, Reinforced concrete, Non-linear model, Numerical simulation
Klíčová slova v angličtině
Autoři
Rok RIV
2016
Vydáno
22.02.2015
Místo
Dubai
ISBN
978-1-61804-275-0
Kniha
Proceedings of 3rd International Conference on Mathematical, Computational and Statistical Sciences (MCSS 15)
Strany od
248
Strany do
253
Strany počet
6
BibTex
@inproceedings{BUT120900, author="Petr {Hradil} and Jiří {Kala}", title="Nonlinear Behaviour of the Concrete Specimen under Shear load", booktitle="Proceedings of 3rd International Conference on Mathematical, Computational and Statistical Sciences (MCSS 15)", year="2015", pages="248--253", address="Dubai", isbn="978-1-61804-275-0" }