Detail publikace

Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods

ZÍDEK, R. BRDEČKO, L.

Originální název

Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Creep of concrete is a phenomenon that greatly influences the deflections of reinforced concrete elements, and in this sense it must be considered when the serviceability limit state is assessed. EN 1992-1-1 introduces a single effective elastic modulus for concrete, but it also allows to use more accurate models, if available. The paper will shortly introduce a model and computer program developed by authors, which is based on the time discretization method and material nonlinearity approach. This method allows simulations structure including the entire history of the building and loading. The results of the model are compared with results obtained using simplified procedures according to EN 1992-1-1.

Klíčová slova

concrete, creep, shrinkage

Autoři

ZÍDEK, R.; BRDEČKO, L.

Rok RIV

2011

Vydáno

9. 5. 2011

Místo

Svratka, Česká republika

ISBN

978-80-87012-33-8

Kniha

Engineering Mechanics 2011

Strany od

687

Strany do

690

Strany počet

4

BibTex

@inproceedings{BUT75333,
  author="Rostislav {Zídek} and Luděk {Brdečko}",
  title="Deflection of Reinforcement Concrete Structures according to EC2: Comparison of Methods",
  booktitle="Engineering Mechanics 2011",
  year="2011",
  pages="687--690",
  address="Svratka, Česká republika",
  isbn="978-80-87012-33-8"
}