Bond-slip relation in FRP reinforced concrete and its application in moment capacity assesment
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00218056" target="_blank" >RIV/68407700:21110/14:00218056 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.3850/978-981-07-8859-9_41" target="_blank" >http://dx.doi.org/10.3850/978-981-07-8859-9_41</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.3850/978-981-07-8859-9_41" target="_blank" >10.3850/978-981-07-8859-9_41</a>
Alternative languages
Result language
angličtina
Original language name
Bond-slip relation in FRP reinforced concrete and its application in moment capacity assesment
Original language description
The response of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of intensive previous research, because of the spread of use of modern FRP composite materials in the building industry as concrete reinforcement. The behavior ofFRP reinforced member is different from the one reinforced with regular steel reinforcement, mainly because of difference between moduli of elasticity of FRP composite reinforcement bars and steel. Due to this difference, conventional design methods usedfor years in the field of reinforced concrete structures give poor results if used with FRP reinforced structural members. Results of conventional methods tend to overestimate load carrying capacity and underestimate deformations ? both resulting in unsafe predictions. This paper points to formulating easy to use and comprehensible method of predicting moment capacity of FRP reinforced concrete beams subjected to bending loading, utilizing the bond-slip relation of the FRP reinforcement
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
<a href="/en/project/LH12168" target="_blank" >LH12168: Behaviour of High-Performance Fiber-Reinforced Cementitious Composites Subjected to Extreme Loading</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
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
2014 Proceedings of International Conference on Advances in Civil, Structural and Mechanical Engineering
ISBN
978-981-07-8859-9
ISSN
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e-ISSN
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Number of pages
5
Pages from-to
65-69
Publisher name
Institute of Research Engineers and Doctor
Place of publication
3905 State Street, Suite 7-31, Santa Barbara
Event location
Bangkok, Thailand
Event date
Jan 4, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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