Detail publikace

Reinforced concrete wall under shear load – Experimental and nonlinear simulation

KALA, J. HRADIL, P. BAJER, M.

Originální název

Reinforced concrete wall under shear load – Experimental and nonlinear simulation

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

Concrete-like materials models generally share in common some basic features of brittle materials such as pressure hardening, strain hardening and strain rate dependency. The elasto-plastic models are based on the condition of plasticity with the associative or non-associative plastic flow law. The modulus of elasticity of concrete is one of the most important parameters for determining the strain distributions and displacements. The numerical study was verified by an experiment carried out on the test specimen is a reinforced concrete wall with the dimensions 1000 mm x 1000 mm x 80 mm.

Klíčová slova

ANSYS, Non-linear brittle material, Shear skew, Reinforced Concrete wall, Test apparatus.

Autoři

KALA, J.; HRADIL, P.; BAJER, M.

Rok RIV

2015

Vydáno

2. 8. 2015

ISSN

1998-4448

Periodikum

International Journal of Mechanics

Ročník

2015

Číslo

9

Stát

Spojené státy americké

Strany od

206

Strany do

212

Strany počet

7

BibTex

@article{BUT120869,
  author="Jiří {Kala} and Petr {Hradil} and Miroslav {Bajer}",
  title="Reinforced concrete wall under shear load – Experimental and nonlinear simulation",
  journal="International Journal of Mechanics",
  year="2015",
  volume="2015",
  number="9",
  pages="206--212",
  issn="1998-4448"
}