Investigation of the Bond Behavior of UHPC
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00222448" target="_blank" >RIV/68407700:21610/14:00222448 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.617.225" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.617.225</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.617.225" target="_blank" >10.4028/www.scientific.net/AMM.617.225</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Investigation of the Bond Behavior of UHPC
Popis výsledku v původním jazyce
Ultra High Performance Concrete - UHPC has become increasingly used. Its outstanding features are generally known. It is a fact that the bond of the reinforcement in UHPC is better than that in ordinary concrete, but this bond needs to be quantified .Theaim 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. In order to determine the bond capacity, an experimental research was carried out. Experimental details of the models in real structures ? parts of prestressed girders made from UHPC, were tested in the laboratory 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. Test results of bond test led to the conclusion t
Název v anglickém jazyce
Investigation of the Bond Behavior of UHPC
Popis výsledku anglicky
Ultra High Performance Concrete - UHPC has become increasingly used. Its outstanding features are generally known. It is a fact that the bond of the reinforcement in UHPC is better than that in ordinary concrete, but this bond needs to be quantified .Theaim 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. In order to determine the bond capacity, an experimental research was carried out. Experimental details of the models in real structures ? parts of prestressed girders made from UHPC, were tested in the laboratory 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. Test results of bond test led to the conclusion t
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
—
Návaznosti výsledku
Projekt
<a href="/cs/project/GA13-15175S" target="_blank" >GA13-15175S: Prvky z funkčně vrstvených vláknocementových kompozitů</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2014
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Applied Mechanics and Materials
ISBN
978-3-03835-197-9
ISSN
1660-9336
e-ISSN
—
Počet stran výsledku
4
Strana od-do
225-228
Název nakladatele
Trans Tech Publications Ltd
Místo vydání
Kreuzstrasse 10, 8635 Durnten-Zurich
Místo konání akce
Donovaly
Datum konání akce
26. 5. 2014
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
000348199300044