Evaluation of Flexural Performance for Prestressed Concrete Beams with FRP Tendons
2011 ◽
Vol 383-390
◽
pp. 3128-3133
Keyword(s):
Prestressed concrete beams with vertically distributed FRP tendons possess some flexural performance obviously different from prestressed concrete beams with steel tendons. This paper provides a complete theoretical approach to analyze and evaluate the flexural behavior of prestressed concrete beams with FRP tendons. Calculation and analysis results show that a prestressed concrete beam with FRP tendons designed at balanced ratio reaches the maximum of its deformability. The increase of prestressing ratio and number of reinforcement layer will increase, respectively, its moment capacity but simultaneously decrease its deformability.
2013 ◽
Vol 438-439
◽
pp. 804-806
2012 ◽
Vol 178-181
◽
pp. 2387-2392
1967 ◽
Vol 42
(0)
◽
pp. 365
Keyword(s):
2015 ◽
Vol 744-746
◽
pp. 283-287
2010 ◽
Vol 163-167
◽
pp. 3848-3852
2006 ◽
Vol 302-303
◽
pp. 720-724
Keyword(s):
2011 ◽
Vol 94-96
◽
pp. 1471-1475
2013 ◽
Vol 353-356
◽
pp. 3593-3597