Numerical investigation of RC beams strengthened with prestressed CFRP

Different strengthening technique was evaluated in order to investigate the effect of prestress. The analysed beams were strengthened with non-prestressed CFRP and prestressed CFRP at different loading levels. It has allowed a better understanding about strengthening effectiveness. Results obtained...

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Bibliographic Details
Main Author: Mykolas Daugevičius
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2017-10-01
Series:Engineering Structures and Technologies
Subjects:
Online Access:https://journals.vgtu.lt/index.php/EST/article/view/598