Stabilisation And Reinforcement Of Stonework Columns In Compression With High-Strength Fabrics

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220529" target="_blank" >RIV/68407700:21110/14:00220529 - 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

Stabilisation And Reinforcement Of Stonework Columns In Compression With High-Strength Fabrics

Popis výsledku v původním jazyce

Experimental research into stone masonry columns reinforced by their passive wrapping in fabrics of high-strength carbon fibres indicated the necessity of a different approach to evaluate the deformation characteristics and carrying capacity of coursed stonework. This stonework is normally composed of irregular quarry stone blocks and coursed masonry from regular stone blocks. Irregular masonry built with quarry stone blocks differing in irregular size and shape with chippings and sharp edged walling units of undressed quarry stone requires a specific approach to its evaluation. The dissimilarity in the horizontal deformations and strain of the above types of stone masonry predetermines the different effectiveness of their passive wrapping on the deformation characteristics of the masonry and its carrying capacity. The article presents experimental results of the research into stonework columns composed of different walling units, reinforced with high-strength fabrics and compares thei

Název v anglickém jazyce

Stabilisation And Reinforcement Of Stonework Columns In Compression With High-Strength Fabrics

Popis výsledku anglicky

Experimental research into stone masonry columns reinforced by their passive wrapping in fabrics of high-strength carbon fibres indicated the necessity of a different approach to evaluate the deformation characteristics and carrying capacity of coursed stonework. This stonework is normally composed of irregular quarry stone blocks and coursed masonry from regular stone blocks. Irregular masonry built with quarry stone blocks differing in irregular size and shape with chippings and sharp edged walling units of undressed quarry stone requires a specific approach to its evaluation. The dissimilarity in the horizontal deformations and strain of the above types of stone masonry predetermines the different effectiveness of their passive wrapping on the deformation characteristics of the masonry and its carrying capacity. The article presents experimental results of the research into stonework columns composed of different walling units, reinforced with high-strength fabrics and compares thei

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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