A model for predicting the properties of the constituents of a glass fibre rebar reinforced concrete beam at elevated temperatures simulating a fire test

Composites Part B: Engineering

Volumn 36, Issue 5, 2005, Pages 384-393

  Abbasi, Abdolkarim ^a   Hogg, Paul J ^a  

^a QUEEN MARY UNIVERSITY OF LONDON   (United Kingdom)

Author keywords

Composite

Indexed keywords

COMPRESSIVE STRENGTH; COMPUTER SIMULATION; COMPUTER SOFTWARE; FLAMMABILITY TESTING; GLASS FIBER REINFORCED PLASTICS; STIFFNESS; STRENGTH OF MATERIALS; THERMOCOUPLES;

FIBER REIFORCED POLYMER REINFORCED CONCRETES (FRP-RC); FLEXURAL CAPACITY; INTERFACE TEMPERATURE; THERMAL DISTRIBUTION;

CONCRETE BEAMS AND GIRDERS;

EID: 17444393570     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2005.01.005     Document Type: Article

References (9)

1. S.B. Desai Design of reinforced concrete beams under fire exposure conditions Mag Concrete Res 1 1998 75 83
2. ACI Committee, Guide for the design and construction of concrete reinforced with FRP bars. Reported by ACI Committee 440; January 5, 2001.
3. ISO-834, Fire resistance tests, Elements of building construction. International Standards Organisation, Geneva; 1975.
4. Eurocode 2, Design of concrete structures, ENV EC2 Part 1.2; 1992.
5. M. Sakashita, Y. Masuda, K. Nakamura, H. Tanano, I. Nishida, and T. Hashimoto Deflections of continuous fibre reinforced concrete beams under high temperatures loading Non-metallic (FRP) Reinforcement Concrete Struct Proc Third Int Symp 2 1997 pp. 51-58
6. Lin, T.D., Ellingwood, B., Piet O., Flexural and shear behaviour of reinforced concrete beams during fire tests, U.S. Department of Commerce National Bureau of Standards Centre of Fire Research Gaithersburg, MD 20899; November 1988.
7. Rigberth, J., Simplified design of fire exposed concrete beams and columns. An evaluation of Eurocode and Swedish Building Code against advanced computer models, Lund University, Sweden Report 5063, Lund; 2000.
8. Abbasi, A, Behaviour of GFRP-RC elements under fire condition, PhD thesis, Queen Mary,University of London; June 2003.
9. Abbasi A, Hogg PJ. Temperature and environmental effects on glass fibre rebar: modules, strength and interfacial bond strength with concrete, submitted to Composites part B.