Publication detail

Nonlinear Behaviour of the Concrete Specimen under Shear load

HRADIL, P. KALA, J.

Original Title

Nonlinear Behaviour of the Concrete Specimen under Shear load

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

HRADIL, P.; KALA, J.

RIV year

2015

Released

22. 2. 2015

Location

Dubai

ISBN

978-1-61804-275-0

Book

Proceedings of 3rd International Conference on Mathematical, Computational and Statistical Sciences (MCSS 15)

Pages from

248

Pages to

253

Pages count

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"
}