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Statements

Subject Item
n2:RIV%2F68407700%3A21610%2F14%3A00222449%21RIV15-GA0-21610___
rdf:type
n6:Vysledek skos:Concept
dcterms:description
Ultra High Performance Concrete - UHPC has become increasingly used.The aim of the experimental research was to determine the average bond stress between prestressing strands and different types of UHPC and to show very significant increase in the average shear stress in bond with UHPC compared to ordinary concrete. Parts of prestressed girders made from UHPC, were tested and the results were compared with specimens prepared according to standard. The influence of different material properties and different anchorage length of prestressing strands to bond behavior of UHPC was examined in pull out tests. Ultra High Performance Concrete - UHPC has become increasingly used.The aim of the experimental research was to determine the average bond stress between prestressing strands and different types of UHPC and to show very significant increase in the average shear stress in bond with UHPC compared to ordinary concrete. Parts of prestressed girders made from UHPC, were tested and the results were compared with specimens prepared according to standard. The influence of different material properties and different anchorage length of prestressing strands to bond behavior of UHPC was examined in pull out tests.
dcterms:title
Investigation of the bond behavior of UHPC Investigation of the bond behavior of UHPC
skos:prefLabel
Investigation of the bond behavior of UHPC Investigation of the bond behavior of UHPC
skos:notation
RIV/68407700:21610/14:00222449!RIV15-GA0-21610___
n3:aktivita
n21:P
n3:aktivity
P(GA13-15175S)
n3:dodaniDat
n12:2015
n3:domaciTvurceVysledku
n4:3414248 n4:5122961 n4:6815987 n4:7968426
n3:druhVysledku
n18:D
n3:duvernostUdaju
n9:S
n3:entitaPredkladatele
n17:predkladatel
n3:idSjednocenehoVysledku
22762
n3:idVysledku
RIV/68407700:21610/14:00222449
n3:jazykVysledku
n16:eng
n3:klicovaSlova
UHPC; pull out; bond; reinforcement
n3:klicoveSlovo
n11:bond n11:UHPC n11:pull%20out n11:reinforcement
n3:kontrolniKodProRIV
[24FC39BB34B2]
n3:mistoKonaniAkce
Donovaly
n3:mistoVydani
Žilina
n3:nazevZdroje
Proceedings of the 6th International Scientific Conference on Dynamics of Civil Engineering and Transport Structures and Wind Engineering
n3:obor
n14:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n15:GA13-15175S
n3:rokUplatneniVysledku
n12:2014
n3:tvurceVysledku
Huňka, Petr Kolísko, Jiří Čítek, David Řeháček, Stanislav
n3:typAkce
n20:WRD
n3:zahajeniAkce
2014-05-26+02:00
s:numberOfPages
4
n7:hasPublisher
EDIS - Publishing Institution of the University of Zilina
n8:isbn
978-80-554-0844-6
n19:organizacniJednotka
21610