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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F14%3A00222525%21RIV15-GA0-21610___
rdf:type
skos:Concept n16:Vysledek
dcterms:description
Outstanding features of UHPC - Ultra High Performance Concrete are generally known. It has become increasingly used worldwide. For a better understanding of the material some features like the bond of reinforcement and UHPC has to be quantified. Research is focused on determination the bond stress between two types of the reinforcement (prestressing strands and bars) and different types of UHPC. Main goal of the research is to show significant increase in the shear stress in bond of UHPC compared to ordinary concrete. For evaluation of the bond stress the pullout test were carried out. Specimens were prepared according to standard and tested in the laboratory. The influence of different material properties and different anchorage length of reinforcement to bond behavior was examined. Outstanding features of UHPC - Ultra High Performance Concrete are generally known. It has become increasingly used worldwide. For a better understanding of the material some features like the bond of reinforcement and UHPC has to be quantified. Research is focused on determination the bond stress between two types of the reinforcement (prestressing strands and bars) and different types of UHPC. Main goal of the research is to show significant increase in the shear stress in bond of UHPC compared to ordinary concrete. For evaluation of the bond stress the pullout test were carried out. Specimens were prepared according to standard and tested in the laboratory. The influence of different material properties and different anchorage length of reinforcement to bond behavior was examined.
dcterms:title
Testing of Bond Behavior of UHPC Testing of Bond Behavior of UHPC
skos:prefLabel
Testing of Bond Behavior of UHPC Testing of Bond Behavior of UHPC
skos:notation
RIV/68407700:21610/14:00222525!RIV15-GA0-21610___
n5:aktivita
n20:P
n5:aktivity
P(GA13-12676S)
n5:dodaniDat
n15:2015
n5:domaciTvurceVysledku
n6:2651939 n6:7968426 n6:6815987 n6:5122961 n6:3414248
n5:druhVysledku
n18:D
n5:duvernostUdaju
n8:S
n5:entitaPredkladatele
n12:predkladatel
n5:idSjednocenehoVysledku
50054
n5:idVysledku
RIV/68407700:21610/14:00222525
n5:jazykVysledku
n13:eng
n5:klicovaSlova
UHPC; bond; pull-out; reinforcement; testing
n5:klicoveSlovo
n7:reinforcement n7:bond n7:pull-out n7:UHPC n7:testing
n5:kontrolniKodProRIV
[B680D4CB1A8C]
n5:mistoKonaniAkce
Skalský Dvůr
n5:mistoVydani
Uetikon-Zurich
n5:nazevZdroje
Special Concrete and Composites 2014
n5:obor
n14:JN
n5:pocetDomacichTvurcuVysledku
5
n5:pocetTvurcuVysledku
5
n5:projekt
n21:GA13-12676S
n5:rokUplatneniVysledku
n15:2014
n5:tvurceVysledku
Čítek, David Huňka, Petr Mandlík, Tomáš Řeháček, Stanislav Kolísko, Jiří
n5:typAkce
n22:EUR
n5:wos
000348436200019
n5:zahajeniAkce
2014-10-16+02:00
s:issn
1022-6680
s:numberOfPages
4
n17:doi
10.4028/www.scientific.net/AMR.1054.95
n19:hasPublisher
Trans Tech Publications
n11:isbn
978-3-03835-317-1
n9:organizacniJednotka
21610