Detail publikace

Experimental analysis of Composite Steel-Concrete Slabs

KARÁSEK, R. HOLOMEK, J. BAJER, M. BARNAT, J.

Originální název

Experimental analysis of Composite Steel-Concrete Slabs

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Composite structures fabricated from thin-walled steel sheeting and concrete slabs are especially suitable for roof and floor bearing structures. Using embossments for the shear connection between the sheeting and the concrete simplifies and accelerates the construction process because it ensures the composite action of the two materials without any need for additional reinforcement. This article is focused on this type of connection. It contains a short review of thin-walled sheeting manufactured in Western Europe and presents results obtained from the experimental testing of specimens. These specimens were tested by vacuum loading and by cyclic loading in four-point bending tests. Small scale specimen tests were performed to determine the shear behaviour and to adjust numerical models.

Klíčová slova

composite action, cold-formed steel sheet, concrete slab, shear connection, embossment.

Autoři

KARÁSEK, R.; HOLOMEK, J.; BAJER, M.; BARNAT, J.

Rok RIV

2012

Vydáno

18. 6. 2012

Nakladatel

WIT Press

Místo

Ashurst Lodge Ashurst, Southampton SO40 7AA, UK

ISBN

978-1-84564-596-0

Kniha

High Performance Structures and Materials VI

Strany od

209

Strany do

216

Strany počet

8

BibTex

@inproceedings{BUT96193,
  author="Radek {Karásek} and Josef {Holomek} and Miroslav {Bajer} and Jan {Barnat}",
  title="Experimental analysis of Composite Steel-Concrete Slabs",
  booktitle="High Performance Structures and Materials VI",
  year="2012",
  pages="209--216",
  publisher="WIT Press",
  address="Ashurst Lodge
Ashurst, Southampton
SO40 7AA, UK",
  isbn="978-1-84564-596-0"
}