EFFECT OF CONCRETE COVER ON DEVELOPING LENGTHS OF FRP BARS

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU104454" target="_blank" >RIV/00216305:26110/13:PU104454 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
EFFECT OF CONCRETE COVER ON DEVELOPING LENGTHS OF FRP BARS
Original language description
This paper is focused on anchoring and the development length of such reinforcement. 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. To factor the influence of the thickness of the concrete cover into the calculation a new extension was proposed. Finally the comparison was prepared to determine the amount of material used/saved using different methods of calculating concrete cover.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
CESB 2013 - CENTRAL EUROPE TOWARDS SUSTAINABLE BUILDING 2013
ISBN
978-80-247-5015-6
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
357-360
Publisher name
GRADA Publications
Place of publication
Praha
Event location
Praha, Česká republika
Event date
Jun 26, 2013
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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