The tensile membrane action of unrestrained composite slabs simulated under fire conditions

Engineering Structures

Volumn 22, Issue 12, 2000, Pages 1583-1595

  Bailey, C G ^a   White, D S ^a   Moore, D B ^a  

^a BUILDING RESEARCH ESTABLISHMENT   (United Kingdom)

Author keywords

Composite slabs; Fire; Large displacements; Membrane action

Indexed keywords

COMPUTER SIMULATION; FAILURE ANALYSIS; FIRE RESISTANCE; LIGHT WEIGHT CONCRETE; MATERIALS TESTING; NUMERICAL METHODS; STEEL STRUCTURES; STRUCTURAL ANALYSIS; TENSILE STRENGTH;

COMPOSITE SLABS; FIRE TEST; LARGE DISPLACEMENTS; TENSILE MEMBRANE ACTION;

FLOORS;

EID: 0034559512     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00110-8     Document Type: Article

References (6)

1. Bailey C.G., Lennon T., Moore D.B. The behaviour of full-scale steel-framed buildings subjected to compartment fires. The Structural Engineer. 77(8):1999;15-21. April.
2. BS5950. Structural use of steelwork in buildings: Part 8: Code of practice for fire resistant design. London: British Standards Institution, 1990.
3. Eurocode 3. Design of steel structures: Part 1.2: General rules, structural fire design, ENV 1993-1-2. European Committee for Standardisation, 1995.
4. Eurocode 4. Design of composite steel and concrete structures: Part 1.2 General rules, Structural fire design, ENV 1994-1-2. European Committee for Standardisation, 1994.
5. Newman G.M. The fire resistance of composite floors with steel decking. 2nd ed:1991;The Steel Construction Institute, Ascot, UK.
6. Khoury G.A., Grainger B.N., Sullivan P.J.E. Transient thermal strain of concrete: literature review, conditions within specimen and behaviour of individual constituents. Magazine of Concrete Research. 37(132):1985;. September.