The Analysis Of The Effect Of Strengthening Compressed Masonry Columns With Carbon Fabrics

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220527" target="_blank" >RIV/68407700:21110/14:00220527 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

The Analysis Of The Effect Of Strengthening Compressed Masonry Columns With Carbon Fabrics

Popis výsledku v původním jazyce

The article presents the results of experimental research and theoretical analysis of the effectiveness of the stabilisation and reinforcement of masonry columns loaded by concentric compression in relation to the method of passive wrapping in non-prestressed fabrics of high-strength carbon fibres. This is applied in the thirds of a masonry column?s height or along the entire surface area of masonry columns and columns partially damaged by tensile and shear cracks. The wrapping of masonry columns was performed on unloaded columns. The analysis of the failure mode of column's masonry at reaching the ultimate load in concentric compression indicated the effect of the method and the extent of masonry wrapping in a composite based on high-strength fibres on the column's failure mechanism. Based on the analysis of the results, in particular the time patterns of working diagrams and the achieved ultimate strength values of masonry columns in concentric compression, the effectiveness of the a

Název v anglickém jazyce

The Analysis Of The Effect Of Strengthening Compressed Masonry Columns With Carbon Fabrics

Popis výsledku anglicky

The article presents the results of experimental research and theoretical analysis of the effectiveness of the stabilisation and reinforcement of masonry columns loaded by concentric compression in relation to the method of passive wrapping in non-prestressed fabrics of high-strength carbon fibres. This is applied in the thirds of a masonry column?s height or along the entire surface area of masonry columns and columns partially damaged by tensile and shear cracks. The wrapping of masonry columns was performed on unloaded columns. The analysis of the failure mode of column's masonry at reaching the ultimate load in concentric compression indicated the effect of the method and the extent of masonry wrapping in a composite based on high-strength fibres on the column's failure mechanism. Based on the analysis of the results, in particular the time patterns of working diagrams and the achieved ultimate strength values of masonry columns in concentric compression, the effectiveness of the a

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/DF12P01OVV037" target="_blank" >DF12P01OVV037: Progresivní neinvazivní metody stabilizace, konzervace a zpevňování historických konstrukcí a jejich částí kompozitními materiály na bázi vláken a nanovláken</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of The 7th international Conference on Fiber Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2014)

ISBN

978-1-77136-308-2

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

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Název nakladatele

International Institute for FRP in Construction (IIFC)

Místo vydání

Kingston, Ontario

Místo konání akce

Vancouver

Datum konání akce

20. 8. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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