Fire testing of concrete beams with fibre reinforced plastic rebar

Composites Part A: Applied Science and Manufacturing

Volumn 37, Issue 8, 2006, Pages 1142-1150

  Abbasi, A ^a   Hogg, P J ^a  

^a QUEEN MARY UNIVERSITY OF LONDON   (United Kingdom)

Author keywords

Concrete beams; Failure time; Fire resistance; Glass fibre reinforced polymer rebar; Temperature profile

Indexed keywords

BARS (METAL); FIBER REINFORCED MATERIALS; FIRE RESISTANCE; GLASS FIBER REINFORCED PLASTICS; MATHEMATICAL MODELS;

CONCRETE BEAMS; FAILURE TIME; GLASS FIBRE REINFORCED POLYMER REBAR; TEMPERATURE PROFILE;

CONCRETE BEAMS AND GIRDERS;

EID: 33646158678     PISSN: 1359835X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesa.2005.05.029     Document Type: Article

References (7)

1. The Building Regulations 2000 Fire Safety, Amendments 2002 to Approved Document B (Fire safety) published by TSO (The Stationary Office) and available online www.tso.co.uk/bookshop.
2. Eurocode 2, Design of Concrete Structures, ENV EC2 Part 1.2, 1992.
3. ACI Committee, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, Reported by ACI Committee 440, January 5 2001.
4. Abbasi A., and Hogg P.J. Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete. Composites Part B 36 (2005) 394-404
5. Abbasi A., and Hogg P.J. 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 36 (2005) 384-393
6. British Standard Institution, Fire Tests on Building Materials and Structures. Part 20. Method of Determination of Fire Resistance of Elements of Constructions, 1987, BS 476.
7. British Standard Institution, Fire Tests on Building Materials and Structures. Part 20. Method of Determination of Fire Resistance of Load Bearing Elements of Constructions, 1987, BS 476.