Strengthening of concrete structures by using modern composite materials -FRP fabric confinement

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU119537" target="_blank" >RIV/00216305:26110/16:PU119537 - isvavai.cz</a>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Strengthening of concrete structures by using modern composite materials -FRP fabric confinement

Popis výsledku v původním jazyce

Nowadays, existing constructions are more frequently adapted to new purposes, especially in connection with an effective utilizing of material sources. Strengthening of constructions using composite materials can adequately substitute the classical strengthening process. The article is dealing with current issue connected to strengthening of load bearing reinforced concrete vertical members – columns and pillars - by FRP fabric confinement. The properties of confined element are defined based on chosen relationships describing the effect of confinement. The theoretical results are compared with an experimentally determined behaviour of reinforced concrete column with circular cross section. The loading tests were conducted on two groups of specimens – short and high columns. The obtained data are presented with emphasis on the description of slenderness effect of confined column.

Název v anglickém jazyce

Strengthening of concrete structures by using modern composite materials -FRP fabric confinement

Popis výsledku anglicky

Nowadays, existing constructions are more frequently adapted to new purposes, especially in connection with an effective utilizing of material sources. Strengthening of constructions using composite materials can adequately substitute the classical strengthening process. The article is dealing with current issue connected to strengthening of load bearing reinforced concrete vertical members – columns and pillars - by FRP fabric confinement. The properties of confined element are defined based on chosen relationships describing the effect of confinement. The theoretical results are compared with an experimentally determined behaviour of reinforced concrete column with circular cross section. The loading tests were conducted on two groups of specimens – short and high columns. The obtained data are presented with emphasis on the description of slenderness effect of confined column.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název statě ve sborníku

CESB16 Central Europe Towards sustainable Building 2016 Innovations for sustainable Future

ISBN

978-80-271-0248-8

ISSN

—

e-ISSN

—

Počet stran výsledku

8

Strana od-do

797-804

Název nakladatele

Grada Publishing, a. s. for Czech Technical University in Prague as 6265. title

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

22. 6. 2016

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—