Integrated analysis and design of composite beams with flexible shear connectors under sagging and hogging moments

Steel and Composite Structures

Volumn 6, Issue 6, 2006, Pages 459-477

  Wang, A J ^a   Chung, K F ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Bending; Composite beams; Degree of shear connection; Finite element models; Integrated analysis and design; Shear

Indexed keywords

CONNECTORS (STRUCTURAL); FINITE ELEMENT METHOD; FIRE RESISTANCE; NUMERICAL ANALYSIS; SHEAR DEFORMATION; STEEL; STRESS ANALYSIS; STRUCTURAL DESIGN;

CONCRETE FLANGES; HOGGING MOMENTS; SAGGING; SLIPPAGES;

COMPOSITE BEAMS AND GIRDERS;

EID: 33751372067     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2006.6.6.459     Document Type: Article

References (24)

1. ABAQUS. (2004). User's Manual, Version 6.4, Hibbitt, Karlsson and Sorensen, Inc.
2. Australian Institute of Steel Construction and Standards Australia. (1997), Composite beam design handbook in accordance with AS2327.1 - 1996, SAA HB91.
3. Baskar, K., Shanmugam, N. E. and Thevendran, V. (2002), "Finite-element analysis of steel-concrete composite plate girder", J. Struct. Eng., 128(9), 1158-1168.
4. British Standards Institution (1990), BS5950: Structural use of steelwork in building. Part 3 Section 3.1: Code of practice for design of composite beams.
5. British Standards Institution. prEN 1994-1-1. (2002), Eurocode 4: Design of composite steel and concrete structures. Part 1.1: General rules and rules for buildings. European Committee for Standardization.
6. Cas, B., Bratina, S., Saje, M. and Planinc, I. (2004), "Non-linear analysis of composite steel-concrete beams with incomplete interaction", Steel Compos. Struct., 4(6), 489-507.
7. Chung, K. F. and Wang, A. J. (2004), "Verification to design of perforated composite beams using finite element method", Proc. Int. Conf. Steel and Composite Structures, Seoul, Korea, 2 - 4 September 2004 (CD publication).
8. Chung, K. F., Ko, C. H. and Wang, A. J. (2005), "Design of steel and composite beams with web openings - Verification using finite element method", Steel Compos. Struct., 5(2-3), 203-234.
9. Fang, L. X., Chan, S. L. and Wong, Y. L. (2000), "Numerical analysis of composite frames with partial shear-stud interaction by one element per member", Eng. Struct. 22(10), 1285-1300.
10. Gattesco, N. (1999), "Analytical modelling of nonlinear behaviour of composite beams with deformable connection", J. Const. Steel Res., 52, 195-218.
11. Hassan, A. F. M. and Mourad, S. A. (2002), "Numerical modeling of composite beams with web openings", J. Engineering and Applied Science, 49(1), 89-107.
12. Jayas, B. S. and Hosain, M. U. (1989), "Behaviour of headed studs in composite beams: Full size tests", J. Civil Eng., 16, 712-724.
13. Johnson, R. P. and Anderson, D. (2001), Designers' Handbook to Eurocode 4: Part 1.1: Design of composite steel and concrete structures. Thomas Telford, London.
14. Lam, D. and El-Lobody, E. (2005), "Behavior of headed stud shear connectors in composite beam", J. Struct. Eng., 131(1), 96-107.
15. Lawson, R. M. (1989), Design of composite slabs and beams with steel decking. The Steel Construction Institute.
16. Lawson, R. M. and Chung, K. F. (1994), Composite beam design to Eurocode 4. The Steel Construction Institute.
17. Loh, H. Y., Uy, B. and Bradford, M. A. (2004a), "The effects of partial shear connection in the hogging moment regions of composite beams, Part I - Experimental study", J. Const. Steel Res., 60(6), 897-919.
18. Loh, H. Y., Uy, B. and Brandford, M. A. (2004b), "The effects of partial shear connection in the hogging moment regions of composite beams, Part II - Analytical study", J. Const. Steel Res., 60(6), 921-962.
19. McGarraugh, J. B. and Baldwin, J. W. (1971), "Lightweight concrete-on-steel composite beams", Eng., J. 8(3), 90-98.
20. Oehlers, D. J. and Bradford, M. A. (1995), Composite Steel and Concrete Structural Members: Fundamental Behaviour. Pergamon.
21. Oehlers, D. J. and Sved. G (1995), "Composite beams with limited-slip-capacity shear connectors", J. Struct. Eng., 121(6), 932-938.
22. Standards Australia, Australian Standard AS2327.1. (1996), Composite Structures. Part 1: Simply supported beams. Standards Australia International Ltd.
23. The Buildings Department of the Government of Hong Kong SAR. (2005), The Hong Kong Steel Code: Chapter 10 Composite Structures.
24. Wang, Y. C. (1998), "Deflection of steel-concrete composite beams with partial shear interaction", J. Struct. Eng., 124(10), 1159-1165.