About: Investigation of the Bond Behavior of UHPC

Facets (new session)
Description
Metadata
Settings
- owl:sameAs
- Inference Rule:

About: Investigation of the Bond Behavior of UHPC Goto Sponge Distinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	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 .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. 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 that the application of UHPC can significantly reduce the anchorage length of reinforcement compared with the ordinary concrete. 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 .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. 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 that the application of UHPC can significantly reduce the anchorage length of reinforcement compared with the ordinary concrete. (en)
Title	Investigation of the Bond Behavior of UHPC Investigation of the Bond Behavior of UHPC (en)
skos:prefLabel	Investigation of the Bond Behavior of UHPC Investigation of the Bond Behavior of UHPC (en)
skos:notation	RIV/68407700:21610/14:00222448!RIV15-GA0-21610___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA13-15175S)
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Řeháček, Stanislav Čítek, David Kolísko, Jiří Huňka, Petr
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Kloknerův ústav
http://linked.open...dnocenehoVysledku	22763
http://linked.open...ai/riv/idVysledku	RIV/68407700:21610/14:00222448
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	UHPC; Bond of reinforcement; prestressed girders; pull out test (en)
http://linked.open.../riv/klicoveSlovo	UHPC Bond of reinforcement prestressed girders pull out test
http://linked.open...ontrolniKodProRIV	[E1666DA20512]
http://linked.open...v/mistoKonaniAkce	Donovaly
http://linked.open...i/riv/mistoVydani	Kreuzstrasse 10, 8635 Durnten-Zurich
http://linked.open...i/riv/nazevZdroje	Applied Mechanics and Materials
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Prvky z funkčně vrstvených vláknocementových kompozitů
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Huňka, Petr Kolísko, Jiří Řeháček, Stanislav Čítek, David
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open...ain/vavai/riv/wos	000348199300044
http://linked.open.../riv/zahajeniAkce	2014-05-26 (xsd:date)
issn	1660-9336
number of pages	4 (xsd:int)
http://bibframe.org/vocab/doi	10.4028/www.scientific.net/AMM.617.225
http://purl.org/ne...btex#hasPublisher	Trans Tech Publications Ltd
https://schema.org/isbn	978-3-03835-197-9
http://localhost/t...ganizacniJednotka	21610

Faceted Search & Find service v1.16.118 as of Jun 21 2024

Alternative Linked Data Documents: ODE Content Formats:

RDF

ODATA

Microdata

About

OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 85 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software