Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending

Engineering Structures

Volumn 26, Issue 14, 2004, Pages 2125-2135

  Elchalakani, Mohamed ^a,b   Zhao, Xiao Ling ^a   Grzebieta, Raphael ^a  

^a MONASH UNIVERSITY   (Australia)

^b AURECON   (Australia)

Author keywords

Circular tubes; Cold formed; Concrete; Cyclic loading; Slenderness limits

Indexed keywords

BENDING STRENGTH; CONCRETES; DUCTILITY; ELASTICITY; FAILURE ANALYSIS; HYSTERESIS; LOADS (FORCES); PLASTIC DEFORMATION; STIFFNESS; TUBES (COMPONENTS);

COLD FORMING; CONCRETE FILLED TUBULAR (CFT) BEAMS; HYSTERESIS LOOPS;

STEEL BEAMS AND GIRDERS;

BENDING; CONCRETE; STRUCTURAL RESPONSE;

EID: 10344224572     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.07.012     Document Type: Article

References (43)

1. ACI 318 Building code requirements for reinforced concrete and commentary 1999 American Concrete Institute
2. AISC Seismic provisions for structural steel buildings 1997 American Institute for Steel Construction, AISC Chicago, IL
3. AISC-LRFD Load and resistance factor design specification for structural steel buildings 1999 American Institute of Steel Construction Inc Chicago December 27
4. AIJ Standards for structural calculation of steel reinforced concrete structures 1987 Architectural Institute of Japan Tokyo
5. ASTM-A500. Cold-formed welded and seamless carbon steel structural tubing in rounds and shapes. Philadelphia, Pa; 1984.
6. AS 4100. Standards Association of Australia, SAA Steel Structures Code. Sydney, Australia; 1998.
7. AS 1391. Standards Association of Australia. Methods for tensile testing of metals. Sydney, Australia; 1991.
8. AS 1163. Standards Association of Australia. Structural steel hollow sections. Sydney, Australia; 1991.
9. AS 1012.9. Standards Association of Australia. Methods for testing concrete, methods for the determination of concrete compressive strength. Sydney, Australia; 1991.
10. Bergmann R. Matsui C. Meinsma C. Dutta D. Design guide for concrete filled hollow section columns under static and seismic loading Serial no. 5 1995 Verlag TUV Rheinland Cologne, Germany
11. CAN-CSA-S16.1 Steel structures for buildings: Limit states design 1989 Canadian Standards Associations
12. Chen W.F. Ross D.A. Tests of fabricated tubular columns J Struct Eng, ASCE 103 3 1977 619-634
13. Elchalakani M. Zhao X.L. Grzebieta R.H. Concrete-filled steel tubes subjected to pure bending J Const Steel Res 57 11 2001 1141-1168
14. Elchalakani M. Zhao X.L. Grzebieta R.H. Plastic slenderness limit for cold-formed circular steel hollow sections Aust J Struct Eng 3 3 2002a 127-139
15. Elchalakani M. Zhao X.L. Grzebieta R.H. Bending tests to determine slenderness limits for cold-formed circular hollow sections J Const Steel Res 58 11 2002b 1407-1430
16. Elchalakani M. Cyclic bending behaviour of hollow and concrete-filled cold-formed circular steel members. PhD thesis, Monash University, Australia; 2003.
17. Elchalakani M. Zhao X.L. Grzebieta R.H. Tests of cold-formed circular tubular braces under cyclic axial loading J Struct Eng, ASCE 129 4 2003a 507-514
18. Elchalakani M. Zhao X.L. Grzebieta R.H. Cyclic bending tests to determine fully ductile section slenderness limits for cold-formed circular hollow sections J Struct Eng, ASCE 130 7 2003b 1001-1010
19. Elremaily A. Azizinamini A. Behaviour and strength of circular concrete-filled tube columns J Const Steel Res 58 12 2002 1567-1591
20. Eurocode 4. Design of composite steel and concrete structures. Part 1.1, General rules and rules for buildings, ENV 1994 1-1; 1992.
21. Eurocode 8. Design provisions for earthquake resistance of structures. Part 1.1, General rules, Seismic actions and general requirements for structures, ENV 1-1; 1996.
22. Gao S.B. Usami T. Ge H.B. Ductility of steel short cylinders in compression and bending J Eng Mech, ASCE 124 2 1998 176-183
23. Ge H, Usami, T. Development of earthquake resistance ultimate strength design method for concrete-filled steel structures. NUCE report no. 9401, Department of Civil Engineering, Nagoya University, Nagoya, Japan; 1994.
24. Grzebieta R. Zhao X.L. Purza F. Multiple low cycle fatigue of SHS subjected to gross pure bending deformations Proceedings of the Fifth International Colloquium on Stability and Ductility of Steel Structures, Nagoya, Japan, July 29-31 1997 847-854
25. Hajjar J. Concrete-filled steel tube columns under earthquake loads J Progress Struct Eng Mater 2 1 2000 72-82
26. HERA. Seismic design of steel structures. In: Feeney MJ, Clifton GC, editors. Heavy Engineering Research Association, HERA report no. R4-76, Wellington, New Zealand; 1995.
27. Hosaka T. Umehara T. Nakamura S. Nishiumi K. Design and experiments on a new railway bridge system using concrete filled steel pipes ASCCS Seminar, Concrete Filled Steel Tubes: A comparison of International Codes and Practices 1997 367-372 Innsbruck Austria
28. Inai E. Noguchi T. Mori O. Fujimoto T. Deformation capacity and hysteresis model of concrete-filled steel tubular columns In: Xiao Y. Mahin S.A. (Eds.) Composite and hybrid structures Proceedings of the Sixth ASCCS Conference, Los Angeles, USA, March 22-24 2000 604-611 University of Southern California
29. Liu Z. Goel S.C. Cyclic load behaviour of concrete-filled tubular braces J Struct Div, ASCE 114 7 1988 1488-1506
30. MacRae GA. The seismic response of steel frames. Department of Civil Engineering. Research report, The University of Canterbury, Christchurch, New Zealand; 1990.
31. NEHRP Recommended provisions for the development of seismic regulations for new buildings 1994 Building Seismic Safety Council Washington, DC
32. NZS 3404. Standards New Zealand. Steel Structures Standard. Part 1, Wellington, New Zealand; 1997.
33. NZS 4203. Standards New Zealand. Code of practice for general structural design and design loading for buildings and commentary. Parts 1, 2, Wellington, New Zealand; 1992.
34. Prion H.G.L. Boehme J. Beam-column behaviour of steel tubes filled with high strength concrete Can J Civil Eng 21 2 1993 207-218
35. Susantha KAS, Ge H, Usami T. Development of capacity and demand prediction methodology for concrete-filled steel structures. NUCE report no. 2001-2002, Department of Civil Engineering, Nagoya University, Nagoya, Japan; 2001.
36. Toshiyuki F. Noguchi T. Mori O. Evaluation of deformation capacity of concrete filled tubular beam-columns Third Joint Technical Coordinating Committee Meeting on Composite and Hybrid Structures, Hong Kong 1996 1-15
37. Usami T. Banno S. Zetsu H. Aoki T. An experimental study on elastic-plastic behaviour of compression members under cyclic loading-effect of loading program Japanese J Struct Eng 39A 3 1993 235-247
38. Usami T. Ge H.B. Failure predictions of thin-walled steel structures In: Zhao X.L. Grzebieta (Eds.) The Seventh International Symposium on Structural Failure and Plasticity, Implast 2000, Melbourne 2000 53-54
39. Usami T. Ge H.B. Cyclic behaviour of thin-walled steel structures-numerical analyses Thin-Walled Struct. 32 1 1998 41-80
40. Varma A.H. Ricles J.M. Sause R. Lu L.-W. Experimental behaviour of high strength square concrete-filled steel tube beam-columns J Struct Eng, ASCE 128 3 2002a 309-318
41. Varma A.H. Ricles J.M. Sause R. Lu L.-W. Seismic behaviour and modelling of high strength composite concrete-filled steel tube beam-columns J Const Steel Res 58 5-8 2002b 725-758
42. Zhao X.L. Grzebieta R. Void-filled SHS subjected to large deformation cyclic bending J Struct Eng, ASCE 125 9 1999 1020-1027
43. Zhao X.L. Grzebieta R. Lee C. Void-filled cold-formed RHS braces subjected to large deformation cyclic axial loading J Struct Eng, ASCE 128 6 2002 746-753