Calculating the carrying capacity of flexural prestressed concrete beams with non-metallic reinforcement

Calculating the carrying capacity of flexural prestressed concrete beams with non-metallic reinforcement

The article reviews moment resistance design methods of prestressed concrete beams with fibre-reinforced polymer (FRP) reinforcement. FRP tendons exhibit linear elastic response to rupture without yielding and thus failure is expected to be brittle. The structural behaviour of beams prestressed with...

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Bibliographic Details
Main Author: Mantas Atutis
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2010-12-01
Series:Mokslas: Lietuvos Ateitis
Subjects:
carbon fiber reinforced polymer (CFRP) reinforcement
prestressed concrete
Collins concrete model
quasi – balanced failure method
Online Access:http://journals.vgtu.lt/index.php/MLA/article/view/10213

Internet

http://journals.vgtu.lt/index.php/MLA/article/view/10213

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