Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

Kód výsledku v 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>

Výsledek na webu

<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>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

Popis výsledku anglicky

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.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2020

Kód důvěrnosti údajů

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

Název statě ve sborníku

Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2020

ISBN

—

ISSN

2261-236X

e-ISSN

—

Počet stran výsledku

8

Strana od-do

1-8

Název nakladatele

EDP Sciences

Místo vydání

France

Místo konání akce

Vyhne

Datum konání akce

24. 5. 2020

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

000568654100038