Methods of analysis of composite timber-concrete beam with CFRP reinforcement
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU112731" target="_blank" >RIV/00216305:26110/14:PU112731 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Methods of analysis of composite timber-concrete beam with CFRP reinforcement
Original language description
The paper deals with different analysis methods of composite timber-concrete beam with CFRP reinforcement. The study evaluates bearing capacity and deflection of a selected group of timber beams with concrete slab and additional CFRP reinforcement usingdifferent calculating methods and observes differences in results from different calculating methods. An elastic (EN 1995) calculation method and evaluation with FEM analysis software were used. Analysis models also consider influence of shrinkage and creep of concrete slab on beam long-term deflection and bearing capacity.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of 6th PhD. Student Conference of Civil Engineering and Architecture
ISBN
978-80-553-1668-0
ISSN
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e-ISSN
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Number of pages
5
Pages from-to
1-5
Publisher name
Technical University of Košice, Faculty of Civil Engineering
Place of publication
Košice
Event location
Herľany
Event date
Apr 9, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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