Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU136252" target="_blank" >RIV/00216305:26110/20:PU136252 - isvavai.cz</a>
Result on the web
<a href="https://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.html" target="_blank" >https://www.matec-conferences.org/articles/matecconf/abs/2020/09/matecconf_dyn-wind20_00038/matecconf_dyn-wind20_00038.html</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/matecconf/202031300038" target="_blank" >10.1051/matecconf/202031300038</a>
Alternative languages
Result language
angličtina
Original language name
Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading
Original language description
The paper deals with testing of self-compacting concrete slabs with scattered steel reinforcement, which are designed for the production of garden furniture or benches. A self-compacting concrete was designed for the experiment and its composition was further modified by the addition of steel fibres. Plain self-compacting concrete was used to produce test specimens with nominal dimensions of 40x40x160 mm, which were used to determine the basic properties of concrete, and test slabs for experimental analysis of their behaviour under load. The self-compacting concrete with steel fibres was only used to produce test slabs. The slabs were loaded in three different ways, of which one was to simulate real loading of the horizontal part of a concrete bench. The results of the loading tests are compared to the results of a nonlinear numerical analysis conducted using the finite element method.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2020
ISBN
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ISSN
2261-236X
e-ISSN
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Number of pages
8
Pages from-to
1-8
Publisher name
EDP Sciences
Place of publication
France
Event location
Vyhne
Event date
May 24, 2020
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
000568654100038