Small-Scale Test for Composite Steel-Concrete Slab Design
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU107442" target="_blank" >RIV/00216305:26110/14:PU107442 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Malé testy pro návrh spřažených plechobetonových desek
Original language description
Load bearing capacity of composite slab is very often governed by their shear bearing capacity. Design of new types of sheeting according to nowadays building codes is burdened by necessity of performing full-scale laboratory bending tests which is expensive and time consuming. Usage of small-scale shear tests presents a less-expensive alternative; however shear tests do not include all the aspects affecting the bearing capacity of bended slab. A recalculation procedure is therefore needed. Slip-block test procedure uses test arrangement which enables to obtain coefficient of friction and effect of mechanical interlock separately. This results in relatively simple method which enables to calculate load bearing capacity of composite slab for different load arrangements. Small-scale tests are not normalized therefore it is necessary to be performed in proper way in order to obtain correct results. Test results from two different laboratories are being compared in this paper.
Czech name
Malé testy pro návrh spřažených plechobetonových desek
Czech description
Load bearing capacity of composite slab is very often governed by their shear bearing capacity. Design of new types of sheeting according to nowadays building codes is burdened by necessity of performing full-scale laboratory bending tests which is expensive and time consuming. Usage of small-scale shear tests presents a less-expensive alternative; however shear tests do not include all the aspects affecting the bearing capacity of bended slab. A recalculation procedure is therefore needed. Slip-block test procedure uses test arrangement which enables to obtain coefficient of friction and effect of mechanical interlock separately. This results in relatively simple method which enables to calculate load bearing capacity of composite slab for different load arrangements. Small-scale tests are not normalized therefore it is necessary to be performed in proper way in order to obtain correct results. Test results from two different laboratories are being compared in this paper.
Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
16. odborná konference doktorského studia JUNIORSTAV 2014
ISBN
978-80-214-4851-3
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
1-6
Publisher name
Vysoké učení technické v Brně
Place of publication
Brno
Event location
Brno
Event date
Jan 30, 2014
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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