Design of Composite Slabs with Prepressed Embossments Using Small-scale Tests
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU110133" target="_blank" >RIV/00216305:26110/15:PU110133 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1002/suco.201400042" target="_blank" >http://dx.doi.org/10.1002/suco.201400042</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/suco.201400042" target="_blank" >10.1002/suco.201400042</a>
Alternative languages
Result language
angličtina
Original language name
Design of Composite Slabs with Prepressed Embossments Using Small-scale Tests
Original language description
The load bearing capacity of steel and concrete composite slabs using thin-walled steel sheeting with prepressed embossments is in most cases determined by its resistance in longitudinal shear. The designing of composite slabs still requires the performance of full-scale laboratory bending tests. Small-scale shear tests cannot include all of the influences affecting the bended slab but using an appropriate procedure the shear characteristics obtained from them can be used for determining the bending capacity of the slab. Two such procedures are compared in this paper. End constraints effectively increase the load bearing capacity of the composite slabs. Two different types of easily assembled additional end constraints are also tested and compared in this paper. Small-scale tests are used to obtain their shear bearing characteristics and to predict the load bearing capacity of bended slabs using these constraints.
Czech name
—
Czech description
—
Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/LO1408" target="_blank" >LO1408: AdMaS UP – Advanced Building Materials, Structures and Technologies</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Structural Concrete
ISSN
1464-4177
e-ISSN
1751-7648
Volume of the periodical
16
Issue of the periodical within the volume
1
Country of publishing house
DE - GERMANY
Number of pages
12
Pages from-to
137-148
UT code for WoS article
000350502900013
EID of the result in the Scopus database
2-s2.0-84924036540