Subtle Cantilever Concrete Bench with Shaped Plate

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00340961" target="_blank" >RIV/68407700:21110/20:00340961 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21720/20:00340961

Výsledek na webu

<a href="https://doi.org/10.1063/5.0000387" target="_blank" >https://doi.org/10.1063/5.0000387</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/5.0000387" target="_blank" >10.1063/5.0000387</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Subtle Cantilever Concrete Bench with Shaped Plate

Popis výsledku v původním jazyce

This paper presents design, numerical model and experimental verification of thin and durable textile reinforced concrete bench. Bench construction was divide into two parts. Bottom part was an in-visible slab 60 mm below ground with thickness 100 mm and it was made from ordinary concrete with traditional steel reinforcement. Upper visible part was made from carbon textile reinforced concrete. It was a plate with thickness only 40 mm with its static scheme as L shaped cantilever with angle 35° and its length approximately 1.0 m. After the connecting of both parts and its fixing using screws, the cross-sectional shape of the completed bench was approximately letter C. The loading behavior of developed concrete bench was modeled using software Atena Science GiD. Results of the numerical modeling were then compared with results of experimental destructive load-bearing test.

Název v anglickém jazyce

Subtle Cantilever Concrete Bench with Shaped Plate

Popis výsledku anglicky

This paper presents design, numerical model and experimental verification of thin and durable textile reinforced concrete bench. Bench construction was divide into two parts. Bottom part was an in-visible slab 60 mm below ground with thickness 100 mm and it was made from ordinary concrete with traditional steel reinforcement. Upper visible part was made from carbon textile reinforced concrete. It was a plate with thickness only 40 mm with its static scheme as L shaped cantilever with angle 35° and its length approximately 1.0 m. After the connecting of both parts and its fixing using screws, the cross-sectional shape of the completed bench was approximately letter C. The loading behavior of developed concrete bench was modeled using software Atena Science GiD. Results of the numerical modeling were then compared with results of experimental destructive load-bearing test.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/UH0364" target="_blank" >UH0364: Technologický transfer pro chytrou Prahu</a><br>

Návaznosti

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

Rok uplatnění

2020

Kód důvěrnosti údajů

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

Název statě ve sborníku

SPECIAL CONCRETE AND COMPOSITES 2019: 16th International Conference

ISBN

978-0-7354-1961-2

ISSN

0094-243X

e-ISSN

1551-7616

Počet stran výsledku

7

Strana od-do

—

Název nakladatele

AIP Conference Proceedings

Místo vydání

New York

Místo konání akce

Lísek, Bystřice nad Pernštejnem

Datum konání akce

16. 10. 2019

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

000557821500011