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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| Format: | Article |
| Language: | English |
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Vilnius Gediminas Technical University
2010-12-01
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| Series: | Mokslas: Lietuvos Ateitis |
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| Online Access: | http://journals.vgtu.lt/index.php/MLA/article/view/10213 |