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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F11%3A00185237%21RIV12-MSM-21110___
rdf:type
n6:Vysledek skos:Concept
dcterms:description
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. 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.
dcterms:title
Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric
skos:prefLabel
Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric Strengthening of Historical Masonry Vaults and Pillars with Carbon Fabric
skos:notation
RIV/68407700:21110/11:00185237!RIV12-MSM-21110___
n6:predkladatel
n13:orjk%3A21110
n3:aktivita
n11:Z
n3:aktivity
Z(MSM6840770001)
n3:dodaniDat
n12:2012
n3:domaciTvurceVysledku
n4:8159602 n4:1926357 n4:3727653
n3:druhVysledku
n22:D
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n7:predkladatel
n3:idSjednocenehoVysledku
232596
n3:idVysledku
RIV/68407700:21110/11:00185237
n3:jazykVysledku
n21:eng
n3:klicovaSlova
Masonry; Strengthening; Vaults; Pillars; Repairs; Experiment; FRP
n3:klicoveSlovo
n16:Strengthening n16:Pillars n16:Experiment n16:Vaults n16:Masonry n16:FRP n16:Repairs
n3:kontrolniKodProRIV
[899726D2A10B]
n3:mistoKonaniAkce
Dubai
n3:mistoVydani
Dubai
n3:nazevZdroje
Smart Monitoring, Assessment and Rehabilitation in Civil Structures
n3:obor
n9:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n12:2011
n3:tvurceVysledku
Čejka, Tomáš Zigler, Radek Witzany, Jiří
n3:typAkce
n20:WRD
n3:zahajeniAkce
2011-02-08+01:00
n3:zamer
n10:MSM6840770001
s:numberOfPages
1
n19:hasPublisher
American University in Dubai UAE
n18:isbn
978-3-905594-58-4
n17:organizacniJednotka
21110