Long-Term Behaviour of Prestressed Basalt Fibre Reinforced Polymer Bars

Author:

Pearson Maximus,Donchev Ted,Salazar Juan

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference7 articles.

1. Fornusek J., Konvalinka P., Sovjak R. & Vitek J.L. (2009) Creep and Stress Relaxation of Prestressed GFRP Tendons in Concrete Structures. Department of Concrete and Masonry Structures, Czech Technical University in Prague, Czech Republic. FRPRCS-9 Sydney, Australia.

2. Hota. V. S. Gangarao, Narendra Taly and P.V. Vijay (2007) Reinforced Concrete Design with FRP Composite. Taylor & Francis Group, Boca Raton Fl.

3. J.M. Lees (2001) Fibre Reinforced Polymers in Reinforced and Prestressed Concrete Applications: Moving Forward. University of Cambridge UK. John Wiley & Sons ltd.

4. Mehdizad Taleie S., Vatani Oskouei A. & Moghaddam H. (2007) Experimental Investigation of FRP Relaxation and its Effect on Prestressing Techniques. Department of Civil Engineering, University of Patras, Greece.

5. Sheikh S.A. & Johnson D.T.C. (2008) Study of GFRP bars as Internal Reinforcement for Concrete Structures. Department of Civil Engineering, University of Toronto, Toronto, Ontario, Canada. Fourth International Conference on FRP Composites in Civil Engineering (CICE2008) Zurich Switzerland.

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