Numerical Analysis of Rigid Frame Joint with Textile Carbon Reinforcement

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00330997" target="_blank" >RIV/68407700:21110/19:00330997 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21720/19:00330997
Result on the web
<a href="https://doi.org/10.4028/www.scientific.net/SSP.292.159" target="_blank" >https://doi.org/10.4028/www.scientific.net/SSP.292.159</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.292.159" target="_blank" >10.4028/www.scientific.net/SSP.292.159</a>

Result language
angličtina
Original language name
Numerical Analysis of Rigid Frame Joint with Textile Carbon Reinforcement
Original language description
Benefit of textile reinforced concrete (TRC) is absent of necessary concrete cover because of the durabulity. It allows creating concrete slabs only about 10 mm thick. Therefore, TRC going to be very popular, and more often used in design and load-bearing structures. Big problem in designing of load-bearing structures are rigid frames. The aim of this paper is clarify behavior of thin concrete rigid frames with carbon textile reinforcement by numerical analysis and influences of carbon reinforcement anchoring to the crack opening. Model was created in Atena Science as 2D model and necessary parameters were determined by experimental tests.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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