Detail publikačního výsledku

Test Arrangement of Small-scale Shear Tests of Composite Slabs

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

Originální název

Test Arrangement of Small-scale Shear Tests of Composite Slabs

Anglický název

Test Arrangement of Small-scale Shear Tests of Composite Slabs

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

Composite slab consists of the layer of concrete above the trapezoidal sheeting. The sheeting serves as a lost formwork as well as a tension bearing member after the hardening of concrete. The interaction between the sheeting and the concrete is necessary for composite action and can be ensured by prepressed embossments in the sheeting. According to nowadays codes, full scale bending tests are required in the design of the new sheeting of this type of composite slabs. An alternative longitudinal shear tests of a small part of the slab have already been derived by many authors. However, the testing arrangement is not unified. The results of the shear tests can be influenced by the magnitude and the way of application of the clamping force, the loading speed, the interface conditions and others. This paper presents a proposal of the testing arrangement and the recommendations for the testing procedure of small-scale shear tests. The recommendations are posted based on the results of several series of performed laboratory tests.

Anglický abstrakt

Composite slab consists of the layer of concrete above the trapezoidal sheeting. The sheeting serves as a lost formwork as well as a tension bearing member after the hardening of concrete. The interaction between the sheeting and the concrete is necessary for composite action and can be ensured by prepressed embossments in the sheeting. According to nowadays codes, full scale bending tests are required in the design of the new sheeting of this type of composite slabs. An alternative longitudinal shear tests of a small part of the slab have already been derived by many authors. However, the testing arrangement is not unified. The results of the shear tests can be influenced by the magnitude and the way of application of the clamping force, the loading speed, the interface conditions and others. This paper presents a proposal of the testing arrangement and the recommendations for the testing procedure of small-scale shear tests. The recommendations are posted based on the results of several series of performed laboratory tests.

Klíčová slova

composite slab; embossments, longitudinal shear; small-scale test; design method; end anchorage

Klíčová slova v angličtině

composite slab; embossments, longitudinal shear; small-scale test; design method; end anchorage

Autoři

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

Rok RIV

2017

Vydáno

19.10.2016

Nakladatel

Elsevier

Kniha

World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2016

ISSN

1877-7058

Periodikum

Procedia Engineering

Svazek

161

Číslo

2016

Stát

Spojené království Velké Británie a Severního Irska

Strany od

716

Strany do

721

Strany počet

6

URL

http://www.sciencedirect.com/science/article/pii/S1877705816329782

Plný text v Digitální knihovně

http://hdl.handle.net/11012/69332

BibTex

@inproceedings{BUT130043,
  author="Josef {Holomek} and Miroslav {Bajer} and Martin {Vild}",
  title="Test Arrangement of Small-scale Shear Tests of Composite Slabs",
  booktitle="World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium 2016",
  year="2016",
  journal="Procedia Engineering",
  volume="161",
  number="2016",
  pages="716--721",
  publisher="Elsevier",
  doi="10.1016/j.proeng.2016.08.749",
  url="http://www.sciencedirect.com/science/article/pii/S1877705816329782"
}

Dokumenty

1-s2.0-S1877705816329782-main