Advanced approach to moment capacity assement of FRP reinforced concrete structural member
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00223460" target="_blank" >RIV/68407700:21110/14:00223460 - isvavai.cz</a>
Result on the web
<a href="http://seekdl.org/conferences_page_papers.php?confid=169" target="_blank" >http://seekdl.org/conferences_page_papers.php?confid=169</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.15224/978-1-63248-025-5-32" target="_blank" >10.15224/978-1-63248-025-5-32</a>
Alternative languages
Result language
angličtina
Original language name
Advanced approach to moment capacity assement of FRP reinforced concrete structural member
Original language description
The response of FRP (Fiber Reinforced Polymer) reinforced concrete beam has been the topic of previous research, because of use of modern FRP composite materials in the building industry as concrete reinforcement. The behavior of FRP reinforced member isdifferent from the one reinforced with regular steel reinforcement. This difference is caused by order of magnitude different moduli of elasticity of the respective materials and results in the fact that conventional design methods used for years in thefield of reinforced concrete structures give poor results if used with FRP reinforced structural members. Results of conventional methods tend to overestimate load capacity of the member 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 and validat
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
International Conference on Advances in Civil, Structural and Mechanical Engineering - CSME 2014
ISBN
978-1-63248-025-5
ISSN
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e-ISSN
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Number of pages
5
Pages from-to
27-31
Publisher name
Institute of Research Engineers and Doctor
Place of publication
3905 State Street, Suite 7-31, Santa Barbara
Event location
Hong Kong
Event date
Aug 26, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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