Detail publikace

Nonlinear Behaviour of the Concrete Specimen under Shear load

HRADIL, P. KALA, J.

Originální název

Nonlinear Behaviour of the Concrete Specimen under Shear load

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

ANSYS, MultiPlas, Shear load, Reinforced concrete, Non-linear model, Numerical simulation

Autoři

HRADIL, P.; KALA, J.

Rok RIV

2015

Vydáno

22. 2. 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"
}