A rational model for the degree of interaction in composite beams with flexible shear connectors

Mechanics of Structures and Machines

Volumn 26, Issue 2, 1998, Pages 175-194

  Nguyen, Ninh T ^a   Oehlers, Deric John ^a   Bradford, Mark Andrew ^b  

^a UNIVERSITY OF ADELAIDE   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; CONNECTORS (STRUCTURAL); FRACTURE MECHANICS; INTERFACES (MATERIALS); SHEAR STRENGTH; STRUCTURAL ANALYSIS;

FLEXIBLE SHEAR CONNECTORS; RIGID PLASTIC ANALYSIS;

COMPOSITE BEAMS AND GIRDERS;

EID: 0032064103     PISSN: 08905452     EISSN: None     Source Type: Journal    
DOI: 10.1080/08905459808945426     Document Type: Article

References (7)

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2. L. C. P. Yam and J. C. Chapman, The inelastic behaviour of simply supported composite beams of steel and concrete, Proc. Inst. Civil Engrs., London 41: 651-683 (1968).
3. L. C. P. Yam and J. C. Chapman, The inelastic behaviour of continuous composite beams of steel and concrete, Proc. Inst. Civil Engrs., London 53: 487-501 (1972).
4. D. J. Oehlers and G. Sved, Composite beams with limited-slip-capacity shear connectors, J. Struct. Engrg., ASCE 121(6): 932-938 (1995).
5. D. J. Oehlers and M. A. Bradford, Composite Steel and Concrete Structural Members: Fundamental Behaviour, Pergamon, Oxford, 1995.
6. D. J. Oehlers, N. T. Nguyen, M. Ahmed, and M. A. Bradford, Partial interaction in composite steel and concrete beams with full shear connection, J. Constr Steel Res., 41(2/3): 235-248 (1997).
7. R. P. Johnson and N. Molenstra, Partial shear connection in composite beams for buildings, Proc. Inst. Civil Engrs., London, 91 (Part 2), 679-704 (1991).