Detail publikace

Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs

BRDEČKO, L.

Originální název

Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The model of fictitious crack is an effective model for the solution of concrete and reinforced concrete structures by finite element method. The use of this model can be accompanied by problems with strain localization and mesh depended results of solution. To avoid these problems it is necessary to use some of the localization limiters. The paper presents application of nonlocal model to the nonlinear computational model of reinforced concrete slab. The attention is paid to the selection of an appropriate quantity for nonlocal averaging.

Klíčová slova

slabs; FEM; nonlocal model; cracks; nonlocal variables

Autoři

BRDEČKO, L.

Rok RIV

2005

Vydáno

20. 10. 2005

Místo

Bratislava

ISBN

80-227-2277-4

Kniha

New Trends in Statics and Dynamics of Buildings

Strany od

89

Strany do

95

Strany počet

7

BibTex

@inproceedings{BUT18416,
  author="Luděk {Brdečko}",
  title="Use of Nonlocal Model for Analysis of Reinforcement Concrete Slabs",
  booktitle="New Trends in Statics and Dynamics of Buildings",
  year="2005",
  pages="7",
  address="Bratislava",
  isbn="80-227-2277-4"
}