Numerical modelling of carbon fibre-reinforced polymer and hybrid reinforced concrete beams in fire

Author:

Rafi Muhammad Masood1,Nadjai Ali2

Affiliation:

1. Department of Earthquake Engineering; NED University of Engineering & Technology; Karachi; 75270; Pakistan

2. FireSERT; University of Ulster at Jordanstown; Shore Road; Newtownabbey; BT37 0QB; UK

Publisher

Wiley

Subject

Metals and Alloys,Polymers and Plastics,General Chemistry,Ceramics and Composites,Electronic, Optical and Magnetic Materials

Reference46 articles.

1. Numerical analyses of reinforced concrete structures at high temperatures including cracking, plasticity and creep;Forken;Numerical Methods In Thermal Problems,1985

2. Kumahara S Masuda Y Tanano H Shimizu A Tensile strength of continuous fiber bar under high temperature International Symposium on Fiber-Reinforced Plastic for Concrete Struc., SP-138 1993 731 742

3. Okamoto T Matsubara S Hasuo K Practical application and performance of PPC beams reinforced with braided FRP bars International Symposium on Fiber-Reinforced Plastic for Concrete Structures, SP-138 1993 880 897

4. Sakashita M Masuda Y Nakamura K Tanano H Nishida I Hashimoto T Deflection of continuous fiber reinforced concrete beams subjected to loaded heating Third International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures 1997 51 58

5. Wang YC Wong PMH Kodur VKR Mechanical properties of fiber reinforced polymer reinforcing bars at elevated temperatures ASCE-SFPE Specialty Conf. on Designing Structures for Fire 2003 11 20

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