Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements

Author:

Abdelrahman Amr A.,Rizkalla Sami H.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference17 articles.

1. Abdelrahman A. A. ( 1995). “Serviceability of concrete beams prestressed by fibre reinforced plastic tendons ” PhD thesis Dept. of Civ. and Geological Engrg. University of Manitoba Winnepeg MB Canada 331.

2. Abdelrahman A. A. and Rizkalla S. H. ( 1997). “Serviceability of concrete beams prestressed by carbon fibre reinforced plastic bars.” ACI Struct. J. 94(4) 447–457.

3. Abdelrahman A. A. Tadros G. and Rizkalla S. H. ( 1995). “Test model for the first Canadian smart highway bridge.” ACI Struct. J. 92(4) 451–458.

4. ACI ( 1995). “Control of deflection in concrete structures.” Tech. Rep. 1st Printing ACI Committee 435 American Concrete Institute Detroit.

5. Bakht et al. ( 1996). “Design provisions for fibre reinforced structures in the Canadian highway bridge design code.” Proc. 2nd Int. Conf. Advanced Composite Mat. in Bridges and Struct. El-Badry ed. Canadian Society for Civil Engineering Montréal 391–406.

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