Behaviour of composite tee beams constructed with high strength steel

Journal of Constructional Steel Research

Volumn 46, Issue 1-3, 1998, Pages 203-204

  Uy, B ^a   Sloane, R J ^a  

^a UNIVERSITY OF WOLLONGONG   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; COMPOSITE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; CONNECTORS (STRUCTURAL); DUCTILITY; MATHEMATICAL MODELS; MECHANICAL TESTING; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS; WELDED STEEL STRUCTURES;

COMPOSITE TEE BEAMS; STUD SHEAR CONNECTORS;

STEEL BEAMS AND GIRDERS;

EID: 0032035713     PISSN: 0143974X     EISSN: None     Source Type: None    
DOI: 10.1016/S0143-974X(98)00126-6     Document Type: Article

References (3)

1. Eurocode 4, Env 1994-1-1 Design of composite steel and concrete structures, Part 1.1, General Rules and Rules for Buildings 1994 British Standards Institution
2. J.M Rotter P Ansourian Cross-section behaviour and ductility of composite beams Proceedings of the Institution of Civil Engineers, London 67 1979 453 474 Part 2
3. Standards Australia AS 2327.1-1996 — Australian Standard, Composite Structures Part 1: Simply Supported Beams 1996