Flexure of continuous HSC beams with external CFRP tendons: effects of fibre elastic modulus and steel ratio

The results of a theoretical study on the flexural behaviour of continuous high-strength concrete (HSC) beams prestressed with external fibre reinforced polymer (FRP) tendons are presented. A previously developed numerical model is extended to the analysis of continuous HSC beams with external FRP t...

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Bibliographic Details
Main Author: Lou, Tiejiong (author)
Other Authors: Lopes, Sérgio M. R. (author), Lopes, Adelino V. (author)
Format: article
Language:eng
Published: 2014
Subjects:
Continuous beam
External prestressing
Flexural behaviour
Fibre reinforced polymer
High-strength concrete
Online Access:http://hdl.handle.net/10316/27897
Country:Portugal
Oai:oai:estudogeral.sib.uc.pt:10316/27897

Internet

http://hdl.handle.net/10316/27897

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