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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F13%3APU104454%21RIV14-MPO-26110___
rdf:type
n3:Vysledek skos:Concept
dcterms:description
This paper is focused on anchoring and the development length of such reinforcement. A large number of surfacing types were tested to find the best cohesion between reinforcement bars and concrete. The gained results were gathered and analysed using a bond-slip relationship to describe the behaviour of a reinforcement bar along the anchoring length. This principle served as a basis for creating analytical relations suited to the calculation of the minimal required anchoring length of reinforcement. To factor the influence of the thickness of the concrete cover into the calculation a new extension was proposed. Finally the comparison was prepared to determine the amount of material used/saved using different methods of calculating concrete cover. This paper is focused on anchoring and the development length of such reinforcement. A large number of surfacing types were tested to find the best cohesion between reinforcement bars and concrete. The gained results were gathered and analysed using a bond-slip relationship to describe the behaviour of a reinforcement bar along the anchoring length. This principle served as a basis for creating analytical relations suited to the calculation of the minimal required anchoring length of reinforcement. To factor the influence of the thickness of the concrete cover into the calculation a new extension was proposed. Finally the comparison was prepared to determine the amount of material used/saved using different methods of calculating concrete cover.
dcterms:title
EFFECT OF CONCRETE COVER ON DEVELOPING LENGTHS OF FRP BARS EFFECT OF CONCRETE COVER ON DEVELOPING LENGTHS OF FRP BARS
skos:prefLabel
EFFECT OF CONCRETE COVER ON DEVELOPING LENGTHS OF FRP BARS EFFECT OF CONCRETE COVER ON DEVELOPING LENGTHS OF FRP BARS
skos:notation
RIV/00216305:26110/13:PU104454!RIV14-MPO-26110___
n3:predkladatel
n9:orjk%3A26110
n4:aktivita
n15:P
n4:aktivity
P(ED2.1.00/03.0097), P(FR-TI1/357)
n4:dodaniDat
n10:2014
n4:domaciTvurceVysledku
n20:6142966 n20:7622023 n20:6842720
n4:druhVysledku
n12:D
n4:duvernostUdaju
n19:S
n4:entitaPredkladatele
n21:predkladatel
n4:idSjednocenehoVysledku
71425
n4:idVysledku
RIV/00216305:26110/13:PU104454
n4:jazykVysledku
n8:eng
n4:klicovaSlova
FRP reinforcement, anchoring, development length, concrete cover
n4:klicoveSlovo
n14:development%20length n14:anchoring n14:concrete%20cover n14:FRP%20reinforcement
n4:kontrolniKodProRIV
[FB7019BBD1A6]
n4:mistoKonaniAkce
Praha, Česká republika
n4:mistoVydani
Praha
n4:nazevZdroje
CESB 2013 - CENTRAL EUROPE TOWARDS SUSTAINABLE BUILDING 2013
n4:obor
n17:JN
n4:pocetDomacichTvurcuVysledku
3
n4:pocetTvurcuVysledku
3
n4:projekt
n7:FR-TI1%2F357 n7:ED2.1.00%2F03.0097
n4:rokUplatneniVysledku
n10:2013
n4:tvurceVysledku
Horák, David Girgle, František Štěpánek, Petr
n4:typAkce
n18:EUR
n4:zahajeniAkce
2013-06-26+02:00
s:numberOfPages
4
n5:hasPublisher
GRADA Publications
n16:isbn
978-80-247-5015-6
n22:organizacniJednotka
26110