Detail publikace

Analysis of the shear failure of a reinforced concrete wall

HRADIL, P. KALA, J.

Originální název

Analysis of the shear failure of a reinforced concrete wall

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

This paper proposes a 3D computational Finite Element model of a shear wall test that includes the test device with the tested concrete slab. A modified Drucker-Prager model was used for the modelling of the nonlinear behaviour of the concrete. The condition of plasticity is formed from two criteria with which it is possible to realistically describe the strength of concrete under pressure, tension and shear stress. The simulation results are compared to measured data.

Klíčová slova

ANSYS; Modified drucker-prager model; MultiPlas; Shear wall test

Autoři

HRADIL, P.; KALA, J.

Rok RIV

2014

Vydáno

21. 6. 2014

Místo

Switzerland

ISBN

978-1-138-02681-0

Kniha

Applied Mechanics and Materials

ISSN

1660-9336

Periodikum

Applied Mechanics and Materials

Ročník

621

Číslo

14

Stát

Švýcarská konfederace

Strany od

124

Strany do

129

Strany počet

6

BibTex

@inproceedings{BUT114223,
  author="Petr {Hradil} and Jiří {Kala}",
  title="Analysis of the shear failure of a reinforced concrete wall",
  booktitle="Applied Mechanics and Materials",
  year="2014",
  journal="Applied Mechanics and Materials",
  volume="621",
  number="14",
  pages="124--129",
  address="Switzerland",
  doi="10.4028/www.scientific.net/AMM.621.124",
  isbn="978-1-138-02681-0",
  issn="1660-9336"
}