Behavior of Composite Timber-Concrete Beam with CFRP Reinforcement

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107473" target="_blank" >RIV/00216305:26110/13:PU107473 - 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
Behavior of Composite Timber-Concrete Beam with CFRP Reinforcement
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 deflection of a selected group of timber beams with concrete slab and additional CFRP reinforcement using different 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.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
An electronic international Journal of Science, Engineering and Technology World Academy of Science Engineering and Technology.
ISSN
2010-3778
e-ISSN
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Volume of the periodical
7
Issue of the periodical within the volume
12
Country of publishing house
ID - INDONESIA
Number of pages
4
Pages from-to
174-177
UT code for WoS article
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EID of the result in the Scopus database
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