Detail publikačního výsledku

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

Anglický název

Reinforced concrete wall under shear load – Experimental and nonlinear simulation

Druh

Článek recenzovaný mimo WoS a Scopus

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.

Anglický 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.

Klíčová slova v angličtině

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

Autoři

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

Rok RIV

2016

Vydáno

02.08.2015

ISSN

1998-4448

Periodikum

International Journal of Mechanics

Svazek

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"
}