Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete

Author:

Abbasi Abdolkarim,Hogg Paul J.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference9 articles.

1. Deterioration and stress-rupture of FRP rods in alkaline solution simulating as concrete environment;Takewaka,1996

2. Micelli F, Nanni A, La Tegola A. Effects of conditioning environment on GFRP bars. 22nd SAMPE Europe international conference, Paris, March 27–29; 2001.

3. ASTM D 2584-68. Standard test method for ignition loss of cured reinforced resins; 1985.

4. Concrete Library of JSCE (Japanese Society of Civil Engineer), Research Subcommittee on Continuous Fibre Reinforcing Materials. Application of continuous fibre reinforcing materials to concrete structures, No. 19; 1992. p. 89–130.

5. Blontrock H, Taerwe L, Matthys S. Properties of fibre reinforced plastics at elevated temperatures with regard to fire resistance of reinforced concrete members. Fibre reinforced polymer reinforcement SP-188-5; 1998. p. 43–54.

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