Detail publikačního výsledku

Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

LIŠOVSKÝ, M.; KOCÁB, D.; ŽÍTT, P.; WÜNSCHE, D.

Originální název

Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

Anglický název

Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The paper deals with testing of self-compacting concrete slabs with scattered steel reinforcement, which are designed for the production of garden furniture or benches. A self-compacting concrete was designed for the experiment and its composition was further modified by the addition of steel fibres. Plain self-compacting concrete was used to produce test specimens with nominal dimensions of 40x40x160 mm, which were used to determine the basic properties of concrete, and test slabs for experimental analysis of their behaviour under load. The self-compacting concrete with steel fibres was only used to produce test slabs. The slabs were loaded in three different ways, of which one was to simulate real loading of the horizontal part of a concrete bench. The results of the loading tests are compared to the results of a nonlinear numerical analysis conducted using the finite element method.

Anglický abstrakt

The paper deals with testing of self-compacting concrete slabs with scattered steel reinforcement, which are designed for the production of garden furniture or benches. A self-compacting concrete was designed for the experiment and its composition was further modified by the addition of steel fibres. Plain self-compacting concrete was used to produce test specimens with nominal dimensions of 40x40x160 mm, which were used to determine the basic properties of concrete, and test slabs for experimental analysis of their behaviour under load. The self-compacting concrete with steel fibres was only used to produce test slabs. The slabs were loaded in three different ways, of which one was to simulate real loading of the horizontal part of a concrete bench. The results of the loading tests are compared to the results of a nonlinear numerical analysis conducted using the finite element method.

Klíčová slova

Numerical analysis; experimental analysis; steel fibre reinforced concrete; selfcompacting concrete; contrete slab

Klíčová slova v angličtině

Numerical analysis; experimental analysis; steel fibre reinforced concrete; selfcompacting concrete; contrete slab

Autoři

LIŠOVSKÝ, M.; KOCÁB, D.; ŽÍTT, P.; WÜNSCHE, D.

Rok RIV

2021

Vydáno

16.04.2020

Nakladatel

EDP Sciences

Místo

France

Kniha

Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2020

ISSN

2261-236X

Periodikum

MATEC web of conferences

Svazek

313

Číslo

1

Stát

Francouzská republika

Strany od

1

Strany do

8

Strany počet

8

URL

https://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.html

Plný text v Digitální knihovně

http://hdl.handle.net/11012/193496

BibTex

@inproceedings{BUT163637,
  author="Martin {Lišovský} and Dalibor {Kocáb} and Petr {Žítt} and Dominik {Wünsche}",
  title="Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading",
  booktitle="Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2020",
  year="2020",
  journal="MATEC web of conferences",
  volume="313",
  number="1",
  pages="1--8",
  publisher="EDP Sciences",
  address="France",
  doi="10.1051/matecconf/202031300038",
  issn="2274-7214",
  url="https://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.html"
}