Detail publikace

Cast Screws as Shear Anchors for Composite Slabs

HOLOMEK, J. BAJER, M. VILD, M.

Originální název

Cast Screws as Shear Anchors for Composite Slabs

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Composite slabs consist of trapezoidal steel sheeting and concrete cover. The steel sheeting serves as both, a lost framework and a tension bearing member after hardening of concrete. The longitudinal shear between the sheeting and the concrete must be ensured by a mechanical interlock, for example shear studs or prepressed embossments in the sheeting. The traditional massive shear studs have to be welded to the supporting construction of the slab. Alternatively, thin screws can be drilled through the sheeting and cast into the concrete to ensure the composite action or to strengthen the composite slab in reconstructions locally. The usage of the screws is not limited to the steel supporting frames. This paper describes laboratory tests of the composite slabs with cast screws of various diameters and the effect of the screws on the bending capacity of the slab in combination with prepressed embossments.

Klíčová slova

Cast screw, composite slab, concrete, embossments, longitudinal shear, shear anchor, steel

Autoři

HOLOMEK, J.; BAJER, M.; VILD, M.

Vydáno

20. 7. 2017

Nakladatel

Elsevier

Místo

Nizozemsko

ISSN

1877-7058

Periodikum

Procedia Engineering

Ročník

195

Stát

Nizozemsko

Strany od

114

Strany do

119

Strany počet

6

URL

https://doi.org/10.1016/j.proeng.2017.04.532

Plný text v Digitální knihovně

http://hdl.handle.net/11012/69331

BibTex

@inproceedings{BUT138120,
  author="Josef {Holomek} and Miroslav {Bajer} and Martin {Vild}",
  title="Cast Screws as Shear Anchors for Composite Slabs",
  booktitle="Procedia Engineering",
  year="2017",
  journal="Procedia Engineering",
  volume="195",
  pages="114--119",
  publisher="Elsevier",
  address="Nizozemsko",
  doi="10.1016/j.proeng.2017.04.532",
  issn="1877-7058",
  url="https://doi.org/10.1016/j.proeng.2017.04.532"
}