About: INFLUENCE OF CONCRETE COVER ON THE ANCHORING LENGTH OF FRP REINFORCEMENT

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

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Several years ago a new FRP reinforcement system was developed at Brno University of Technology. During the following years this system was refined to maximise its benefits and to lower the initial costs related to FRP materials. There was a special focus on anchoring and the development of a pre-stressed reinforcement length. A large number of surfacing types were tested to find the best cohesion between reinforcement bars and concrete. The gained results were gathered and analysed using a bond-slip relationship to describe the behaviour of a reinforcement bar along the anchoring length. This principle served as a basis for creating analytical relations suited to the calculation of the minimal required anchoring length of reinforcement. However, these relations do not cover the influences of either the surfacing of the bar or the thickness of the concrete cover. To factor these influences into the calculation a new extension was proposed. First, a number of numerical models were created to verify the Several years ago a new FRP reinforcement system was developed at Brno University of Technology. During the following years this system was refined to maximise its benefits and to lower the initial costs related to FRP materials. There was a special focus on anchoring and the development of a pre-stressed reinforcement length. A large number of surfacing types were tested to find the best cohesion between reinforcement bars and concrete. The gained results were gathered and analysed using a bond-slip relationship to describe the behaviour of a reinforcement bar along the anchoring length. This principle served as a basis for creating analytical relations suited to the calculation of the minimal required anchoring length of reinforcement. However, these relations do not cover the influences of either the surfacing of the bar or the thickness of the concrete cover. To factor these influences into the calculation a new extension was proposed. First, a number of numerical models were created to verify the (en)
Title	INFLUENCE OF CONCRETE COVER ON THE ANCHORING LENGTH OF FRP REINFORCEMENT INFLUENCE OF CONCRETE COVER ON THE ANCHORING LENGTH OF FRP REINFORCEMENT (en)
skos:prefLabel	INFLUENCE OF CONCRETE COVER ON THE ANCHORING LENGTH OF FRP REINFORCEMENT INFLUENCE OF CONCRETE COVER ON THE ANCHORING LENGTH OF FRP REINFORCEMENT (en)
skos:notation	RIV/00216305:26110/13:PU104457!RIV14-MPO-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(ED2.1.00/03.0097), P(FR-TI1/357)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Štěpánek, Petr Horák, David
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	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	79705
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/13:PU104457
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	FRP reinforcement, Anchoring, Development Length, Surface, Concrete Cover, Analytical Solution, Numerical Models (en)
http://linked.open.../riv/klicoveSlovo	FRP reinforcement Surface Analytical Solution Anchoring Concrete Cover Development Length Numerical Models
http://linked.open...ontrolniKodProRIV	[ECD2D7097447]
http://linked.open...v/mistoKonaniAkce	Tel-Aviv
http://linked.open...i/riv/mistoVydani	Tel-Aviv
http://linked.open...i/riv/nazevZdroje	fib Symposium - Engineering a Concrete Future: Technology, Modeling and Construction
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Concrete structures with non-metallic reinforcement with increased heat and aggressive environment resistibility AdMaS - Advanced Materials, Structures and Technologies
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Štěpánek, Petr Horák, David
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-04-22 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	TECHNION printing unit
https://schema.org/isbn	978-965-92039-0-1
http://localhost/t...ganizacniJednotka	26110

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