The effects of partial shear connection in the hogging moment regions of composite beams Part I - Experimental study

Journal of Constructional Steel Research

Volumn 60, Issue 6, 2004, Pages 897-919

  Loh, H Y ^a   Uy, B ^a   Bradford, M A ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Composite beams; Hogging moment; Partial shear connection; Repeated loading

Indexed keywords

BEARING CAPACITY; COMPOSITE BEAMS AND GIRDERS; DUCTILITY; EARTHQUAKES; REINFORCEMENT;

PARTIAL SHEAR CONNECTION (PSC); RIGID PLASTIC ANALYSIS;

STEEL RESEARCH;

BEAM; STRUCTURAL ANALYSIS;

EID: 1642381208     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2003.10.007     Document Type: Article

References (28)

1. Standards Australia, Australian Standard AS 2327.1-1996. Composite structures part 1: Simply supported beam. Standards Australia International Ltd.; 1996.
2. British Standards Institution. Eurocode 4: Design of composite steel and concrete structures, part 1.1 general rules and rules for buildings, DDENV 1994-1-1. European Committee for Standardisation (CEN); 1992.
3. Johnson R.P. Composite structures of steel and concrete 2nd ed. Beams, slabs, columns and frames for buildings vol. 1 1994 Blackwell Scientific Publications Great Britain
4. Daniels JH, Fisher JW. Fatigue behaviour of continuous composite beams. Fritz Engineering Laboratory Report No. 324.1. Bethlehem, Pennsylvania: Department of Civil Engineering, Lehigh University; 1996.
5. Daniels JH, Fisher JW. Static behaviour of continuous composite beams. Fritz Engineering Laboratory Report No. 324.2. Bethlehem, Pennsylvania: Department of Civil Engineering, Lehigh University; 1967.
6. Johnson R.P. van Dalen K. Kemp A.R. Ultimate strength of continuous composite beams Proceedings of Conference Structural Steelwork 1967 27-35 British Constructional Steelwork Association
7. Ghosh A.R. Malik S.K. Contribution of longitudinal reinforcement to the ultimate strength of composite sections under hogging moment Indian Concr J 44 8 1970 341-345
8. Mallick S.K. Chattopadhyay S.K. Behaviour of continuous steel-concrete composite beams Indian Concr J 49 6 1975 173-178
9. Roberts T.M. Dogan O. Fatigue of welded stud shear connectors in steel-concrete-steel sandwich beams J Constr Steel Res 45 3 1998 301-320
10. Fabbrocino G. Pecce M. Experimental tests on steel-concrete composite beams under negative bending 3rd Structural Specialty Conference of the Canadian Society for Civil Engineering 2000
11. Rex C.O. Easterling W.S. Partially restrained composite beam-girder connections J Constr Steel Res 58 2002 1033-1060
12. Sebastian W.M. McConnel R.E. Nonlinear FE analysis of steel-concrete composite structures J Struct Eng, ASCE 126 6 2000 662-674
13. Wright H.D. The deformation of composite beams with discrete flexible connection J Constr Steel Res 15 1990 49-64
14. Aribert J.M. Influence of slip of the shear connection on composite joint behaviour Connections in steel structures III: Behaviour, strength and design Proceedings of the 3rd International Workshop on Connections in Steel Structures, Trento, Italy 1st ed 1996 11-22
15. Bode H. Kronenberger H. Michaeli W. Composite joints-further experimental results Proceedings of the International Conference on Composite Construction 1997 433-438 International Association for Bridge and Structural Engineering (IABSE) Innsbruck, Austria
16. Loh HY, Uy B, Bradford MA. The behaviour of composite beams in hogging moment regions, part I-experimental study. Uniciv Report No. 418. School of Civil and Environmental Engineering, University of New South Wales, Sydney, 2003.
17. Hawkins N.M. Mitchell D. Seismic response of composite shear connections J Struct Eng 110 9 1984 2120-2136
18. Matus R.A. Jullien J.F. A high seismic performance shear connector for composite steel-concrete structures subjected to strong earthquakes Composite Construction IV, Engineering Foundation Conferences, Banff, Alberta, Canada 2000 483-493
19. Zandonini R. Bursi O.S. Cyclic behaviour of headed stud shear connectors Composite Construction IV, Engineering Foundation Conferences, Banff, Alberta, Canada 2000 470-482
20. Loh H.Y. Uy B. Bradford M.A. In-plane analysis of composite frames subjected to lateral loads The Eight East Asia-Pacific Conference on Structural Engineering and Construction, Paper 1320,Singapore 2001
21. Hensman J. Nethercot D.A. Extending the wind moment to composite frames Composite Construction IV, Engineering Foundation Conferences, Banff, Alberta, Canada 2000 676-685
22. Standards Australia, Australian Standard AS 1170.1-1989. Minimum design loads on structures (known as the SAA Loading Code)-dead and live loads and load combinations. Standards Australia International Ltd.; 1989.
23. Standards Australia, Australian Standard AS 1170.2-1989. Minimum design loads on structures (known as the SAA Loading Code)-wind loads. Standards Australia International Ltd.; 1989.
24. Standards Australia, Australian Standard AS 1170.4-1993. Minimum design loads on structures (known as the SAA Loading Code)-earthquake loads. Standards Australia International Ltd.; 1993.
25. BHP Building Products. Bondek II composite slabs, Publication BD II-2-design manual for masonry wall and steel-frame construction, part A: Composite design manual, 1994.
26. Oehlers D.J. Bradford M.A. Composite steel and concrete structural members: Fundamentalbehaviour 1995 Pergamon Press Oxford
27. Gattesco N. Giuriani E. Experimental study on stud shear connectors subjected to cyclic loading J Constr Steel Res 38 1 1996 1-21
28. Nethercot D.A. Li T.Q. Choo B.S. Required rotations and moment redistribution for composite frames and continuous beams J Constr Steel Res 55 1995 121-163