Steel-concrete composite slabs with embossments under various types of loadings

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU99668" target="_blank" >RIV/00216305:26110/12:PU99668 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Spřažené plechobetonové desky s prolisovanými vruby pod různými typy zatížení

Original language description

Composite steel concrete slabs using corrugated steel sheet present a construction solution, which is especially suitable for horizontal structures such as floors or ceilings. Steel sheet is used as a permanent formwork and a load bearing member as well. For considering of such a composite action, mutual connection between steel sheet and concrete desk must be ensured. This paper is focused on cold-formed prestressed embossments, which serves as a connection members. Its real behaviour is observed in three different types of tests. Vacuum loading and four-point bending were performed on full scale specimens, following shear test was performed on small scale specimens. Obtained results are used to adjust numerical models of the shear behaviour of the prestressed embossments under loading.

Czech name

Spřažené plechobetonové desky s prolisovanými vruby pod různými typy zatížení

Czech description

Composite steel concrete slabs using corrugated steel sheet present a construction solution, which is especially suitable for horizontal structures such as floors or ceilings. Steel sheet is used as a permanent formwork and a load bearing member as well. For considering of such a composite action, mutual connection between steel sheet and concrete desk must be ensured. This paper is focused on cold-formed prestressed embossments, which serves as a connection members. Its real behaviour is observed in three different types of tests. Vacuum loading and four-point bending were performed on full scale specimens, following shear test was performed on small scale specimens. Obtained results are used to adjust numerical models of the shear behaviour of the prestressed embossments under loading.

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Advanced Materials, Structures and Technologies</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2012

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

IX. International Scientific Conference FCE TUKE, Conference Section 7

ISBN

978-80-553-0905-7

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

1-6

Publisher name

Technical University of Kosice, Civil Engineering Faculty

Place of publication

Košice

Event location

Košice

Event date

May 22, 2012

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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