Effect of external FRP reinforcement on timber-concrete beam bearing capacity and deflection

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107474" target="_blank" >RIV/00216305:26110/13:PU107474 - 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 external FRP reinforcement on timber-concrete beam bearing capacity and deflection
Original language description
The paper deals with current issues in research of advanced methods to increase reliability of traditional timber structural elements. It analyses the issue of strengthening of bent timber beams, such as ceiling beams in old (historical) buildings with additional concrete slab in combination with externally bonded fibre - reinforced polymer. The study evaluates resistance of a selected group of timber beams only with concrete slab and with additional GFRP reinforcement and observes an increase of beam resistance and decrease of deflection after reinforcing. An elastic (EN 1995) calculation method and evaluation with nonlinear analysis software were used.
Czech name
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Czech description
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of The 5th PhD Student Conference of Civil Engineering and Architecture
ISBN
978-80-553-1305-4
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
1-7
Publisher name
Technical University of Kosice, Faculty of Civil Engineering
Place of publication
Košice, Slovakia
Event location
Herľany
Event date
Apr 10, 2013
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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