Concrete and fire exposure

Advanced Concrete Technology

Volumn , Issue , 2003, Pages 1-13

  Cather, Bob ^a  

^a ARUP   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

FIRES; MOISTURE; SPALLING;

AGGREGATE TYPE; CONCRETE QUALITY; FIRE CONDITION; FIRE EXPOSURES; HYDRATE STRUCTURES; NOXIOUS FUMES; STRESS CONDITION; STRUCTURAL CONCRETES;

CONCRETES;

EID: 84855819452     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1016/B978-075065686-3/50257-3     Document Type: Chapter

References (16)

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3. British Standards Institution Structural Use of Concrete. Part 1. Code of Practice for design and construction 1985, BS 8110, BSI, London.
4. British Standards Institution Structural Use of Concrete. Part 2. Code of Practice for special circumstances 1985, BS 8110, BSI, London.
5. CEN.PrEN 1992-1-2 Eurocode 2: Design of concrete structures. Part 1.2: General rules - structural fire design 2002, October 2002 (draft), CEN.
6. Fire Damage Concrete: Assessment and Repair. Concrete Society Technical Report 33 1995, The Concrete Society.
7. Concrete Society Technical Report 49, Design guidance for high strength concrete 1998, The Concrete Society.
8. HSE (Health & Safety Executive and Sulivan Sullivan & Associates) Deterioration and spalling of high strength concrete under fire. Offshore Technology Report 2001/074 2001.
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12. NCE (New Civil Engineer) 1996, 6-7.
13. Neville A.M. Properties of Concrete 1995, Longman, Edinburgh. 4th edition.
14. Kalifa P., Chéné G., Gallé C. High temperature behaviour of HPC with polypropylene fibres. From spalling to microstructure. Cement and Concrete Research 2001, 31:1487-1499.
15. Placido F. Thermoluminescence test for fire damaged concrete. Magazine of Concrete Research 1980, 32(11):112-116.
16. Smith P. Resistance to fire and high temperatures 1994, ASTM SP 169C., American Society for Testing and Materials, Harlow.