Concrete Cover Effect on Bond Behaviour of UHPC
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303383" target="_blank" >RIV/68407700:21610/16:00303383 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.249.273" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/SSP.249.273</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.249.273" target="_blank" >10.4028/www.scientific.net/SSP.249.273</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Concrete Cover Effect on Bond Behaviour of UHPC
Popis výsledku v původním jazyce
New materials require extensive research. Ultra high performance concrete is relatively modern cementitious material with favourable material properties. In previous research a lot of different mixtures of UHPC and many important properties were developed and tested as a basis for upcoming numerical analysis. Especially bond behaviour between steel and UHPC and comparison to bond behaviour of ordinary concrete were examined. UHPC has significant better material properties, especially bond behaviour, and represent an alternative material for some steel structures which can satisfy in some cases the requirements on construction dimension and economy. The function of the constructions details using small anchorage length was experimentally verified too. For reliable transfer of the forces the reinforcement need to be protected by sufficient concrete cover. This article deals with bond behaviour of embedded steel ribbed reinforcement in UHPC with small concrete cover and summarizes previous research results in field of the bond of UHPC.
Název v anglickém jazyce
Concrete Cover Effect on Bond Behaviour of UHPC
Popis výsledku anglicky
New materials require extensive research. Ultra high performance concrete is relatively modern cementitious material with favourable material properties. In previous research a lot of different mixtures of UHPC and many important properties were developed and tested as a basis for upcoming numerical analysis. Especially bond behaviour between steel and UHPC and comparison to bond behaviour of ordinary concrete were examined. UHPC has significant better material properties, especially bond behaviour, and represent an alternative material for some steel structures which can satisfy in some cases the requirements on construction dimension and economy. The function of the constructions details using small anchorage length was experimentally verified too. For reliable transfer of the forces the reinforcement need to be protected by sufficient concrete cover. This article deals with bond behaviour of embedded steel ribbed reinforcement in UHPC with small concrete cover and summarizes previous research results in field of the bond of UHPC.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GA15-22670S" target="_blank" >GA15-22670S: Experimentální a numerická analýza soudržnosti kovové výztuže s ultra vysokohodnotným betonem (UHPC)</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2016
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
Proceedings from 22nd Czech Concrete Day 2015
ISBN
9783038356752
ISSN
—
e-ISSN
1662-9779
Počet stran výsledku
5
Strana od-do
273-277
Název nakladatele
Trans Tech Publications Inc.
Místo vydání
Pfaffikon
Místo konání akce
Litomyšl
Datum konání akce
25. 11. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—