Analytical Method for Evaluating Ultimate Torque of FRP Strengthened Reinforced Concrete Beams

Author:

Ameli Mehran12,Ronagh Hamid R12

Affiliation:

1. Postdoctoral Fellow, Centre for Built Infrastructure Research, Faculty of Engineering, Univ. of Technology Sydney, Australia.

2. Senior Lecturer, Division of Civil Engineering, School of Engineering, Univ. of Queensland, QLD 4072, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. Ameli M. Ronagh H. R. and Dux P. F. (2004). “Experimental investigations on FRP strengthening of beams in torsion.” Proc. 2nd Int. Conf. on FRP Composites in Civil Engineering Adelaide Australia Balkema London 587–592.

2. Shear and torsion design of prestressed and nonprestressed concrete beams;Collins M. P.;J. Prestressed Concr. Inst.,1980

3. European Committee for Standardization (CEN). (2002). “Design of concrete structures.” Eurocode 2 prEN 1992-1-1 Stage 49 Draft CEN Brussels Belgium.

4. Fédération International du Béton (FIB). (2001). “Externally bonded FRP reinforcement for RC structures.” Technical Bulletin No. 14 CEB-FIB Lausanne Switzerland.

5. Ghobarah A. (2001). “FRP composites in civil engineering.” Proc. FRP Composites in Civil Engineering CICE2001 Hong Kong Balkema London 701–712.

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