Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00185237" target="_blank" >RIV/68407700:21110/11:00185237 - 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

Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric

Popis výsledku v původním jazyce

Experimental research of the strengthening of masonry columns with carbon- or glass-fibre fabric showed a prominent effect of FRP on the reduction of characteristic tensile cracks and thus on a significant increase in the load bearing capacity. Unlike reinforced concrete structures, the strengthening of masonry structures by means of carbon fibres still lacks adequate theoretical and experimental verification (CSN EN 1998-3, Appendix A). The arrangement and execution of the strengthening carbon fabric onto primarily extruded masonry structures (pillars, barrel vaults) has a decisive effect on the ultimate bearing capacity of the strengthened structure and the type of its failure. The reliability and efficiency of the strengthening of masonry pillars and barrel vaults by carbon fabrics significantly depend on the strength of the connecting layer between the carbon fabric and the masonry structure.

Název v anglickém jazyce

Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric

Popis výsledku anglicky

Experimental research of the strengthening of masonry columns with carbon- or glass-fibre fabric showed a prominent effect of FRP on the reduction of characteristic tensile cracks and thus on a significant increase in the load bearing capacity. Unlike reinforced concrete structures, the strengthening of masonry structures by means of carbon fibres still lacks adequate theoretical and experimental verification (CSN EN 1998-3, Appendix A). The arrangement and execution of the strengthening carbon fabric onto primarily extruded masonry structures (pillars, barrel vaults) has a decisive effect on the ultimate bearing capacity of the strengthened structure and the type of its failure. The reliability and efficiency of the strengthening of masonry pillars and barrel vaults by carbon fabrics significantly depend on the strength of the connecting layer between the carbon fabric and the masonry structure.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Smart Monitoring, Assessment and Rehabilitation in Civil Structures

ISBN

978-3-905594-58-4

ISSN

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e-ISSN

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Počet stran výsledku

1

Strana od-do

122

Název nakladatele

American University in Dubai UAE

Místo vydání

Dubai

Místo konání akce

Dubai

Datum konání akce

8. 2. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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