Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC)

Thin-Walled Structures

Volumn 42, Issue 9, 2004, Pages 1357-1377

  Han, Lin Hai ^a   Yao, Guo Huang ^a  

^a FUZHOU UNIVERSITY   (China)

Author keywords

Composite actions; Composite columns; Concrete; Concrete compaction; Design; Hollow sections; Self consolidating concrete

Indexed keywords

COLUMNS (STRUCTURAL); COMPOSITE MATERIALS; CONCRETES; CONSTRUCTION; COSTS; ENGINEERS; STEEL; STRUCTURAL DESIGN;

COMPOSITE ACTIONS; COMPOSITE COLUMNS; CONCRETE COMPACTION; HOLLOW SECTIONS; SELF-CONSOLIDATING CONCRETES;

THIN WALLED STRUCTURES;

EID: 3042801138     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2004.03.016     Document Type: Article

References (50)

1. Recommendations for design and construction of concrete filled steel tubular structures. 1997;Architectural Institute of Japan, Tokyo (Japan).
2. AISC-LRFD. Load and resistance factor design specification for structural steel buildings, 2nd ed. American Institute of Steel Construction (AISC), Chicago, US, 1999.
3. Concrete filled steel tubes - a comparison of international codes and practices. ASCCS Seminar, Innsbruck, Austria. 1997.
4. Bode H. Columns of steel tubular sections filled with concrete-design and application. Acier Stahl Steel. vols. 11-12:1973;388-393.
5. Bradford M.A. Design strength of slender concrete filled rectangular steel tubes. ACI Structural Journal. 93:(2):1996;229-235.
6. British Standard Institute. BS5400, part 5, concrete and composite bridges. 1979.
7. DL/T 5085-1999. Chinese design code for steel-concrete composite structures. Chinese Electricity Press, Peking, 1999 [in Chinese].
8. Eurocode4. Design of composite steel and concrete structures, part 1.1: general rules and rules for buildings (together with United Kingdom National Application Document). DD ENV 1994-1-1:1994, British Standards Institution, London W1A2BS, 1994.
9. Elremaily A., Azizinamini A. Behavior and strength of circular concrete-filled tube columns. Journal of Constructional Steel Research. 58:(12):2002;1567-1591.
10. Furlong R.W. Columns rules of ACI, SSLC, and LRFD compared. Journal of Structural Division, ASCE. 109:(10):1983;2375-2386.
11. Gardner J., Jacobson R. Structural behaviour of concrete filled steel tubes. ACI Journal. 64:(7):1967;404-413.
12. Ge H.B., Usami T. Strength of concrete-filled thin-walled steel box columns: experiment. Journal of Structural Engineering, ASCE. 118:(11):1992;3006-3054.
13. Ghosh R.S. Strengthening of slender hollow steel columns by filling with concrete. Canadian Journal of Civil Engineering. 4:(2):1977;127-133.
14. GJB4142-2000. Technical specifications for early-strength model composite structures. Peking, China, 2001 [in Chinese].
15. Hajjar J.F., Gourley B.C. Representation of concrete-filled tubes, I: formulation. Journal of Structural Engineering, ASCE. 123:(6):1996;736-744.
16. Han L.-H., Huo J.S. Concrete-filled HSS columns after exposure to ISO-834 standard fire. Journal of Structural Engineering, ASCE. 129:(1):2003;68-78.
17. Han L.H., Yao G.H. Influence of concrete compaction on the strength of concrete-filled steel RHS columns. Journal of Construction Steel Research. 59:(6):2003a;751-767.
18. Han L.H., Yao G.H. Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes. Journal of Constructional Steel Research. 59:(12):2003b;1455-1475.
19. Han L.H., Zhao X.L., Tao Z. Tests and mechanics model of concrete-filled SHS stub columns, columns and beam-columns. Steel and Composite Structures - An International Journal. 1:(1):2001;51-74.
20. Johnson R.P. Composite structures of steel and concrete: beams, slabs, columns, and frames for building. 2nd ed :1994;Blackwell Scientific Publications, Oxford.
21. Kato B. Column curves of steel-concrete composite members. Journal of Constructional Steel Research. 39:(2):1996;125-135.
22. Khayat K.H., Bickley J.A., Lessard M. Performance of self-consolidating concrete for casting basement and foundation walls. ACI Materials Journal. 97:(3):2000;374-380.
23. Kilpatrick A.E., Rangan B.V. Prediction of the behaviour of concrete-filled steel tubular columns. Australian Journal of Structural Engineering Transactions. SE2:(2, 3):1997;73-83.
24. Kloppel V.K., Goder W. An investigation of the load carrying capacity of concrete-filled steel tubes and development of design formula. Der Stahlbau. 26:(1):1957;1-10.
25. Knowles R.B., Park R. Strength of concrete filled steel tubular columns. Journal of Structural Division, ASCE. 95:(ST12):1969;2565-2587.
26. Lu Y.Q., Kennedy D.J.L. The flexural behaviour of concrete-filled hollow structural sections. Canadian Journal of Civil Engineering. 21:(1):1994;111-130.
27. Luksha L.K., Nesterovich A.P. Strength testing of larger-diameter concrete filled steel tubular members. Proceedings of the Third International Conference on Steel-Concrete Composite Structures, ASCCS, Fukuoka, Japan :1991;67-70.
28. Matsui C., Tsuda K., Ishibashi Y. Slender concrete filled steel tubular columns under combined compression and bending. Structural Steel, PSSC95, Fourth Pacific Structural Steel Conference, Steel-Concrete Composite Structures, Singapore. vol. 3:1995;29-36.
29. Morishita Y., Tomii M., Yoshimura K. Experimental studies on bond strength in concrete filled square and octagonal steel tubular columns subjected to axial loads. Transactions of Japan Concrete Institute. 1979:1979;359-366.
30. Nakanishi K., Kitada T., Nakai H. Experimental study on ultimate strength and ductility of concrete filled steel columns under strong earthquakes. Journal of Constructional Steel Research. 51:(3):1999;297-319.
31. Neogi P.K., Sen H.K., Chapman J.C. Concrete filled tubular steel columns under eccentric loading. The Structural Engineer. 47:(5):1969;187-195.
32. Oehlers D.J., Bradford M.A. Composite steel and concrete structural members: fundamental behaviour. 1995;Pergamon/Elsevier Science Ltd, Oxford.
33. O'Shea MD, Bridge RQ. Behaviour of thin-walled box sections with lateral restraint. Department of Civil Engineering Research Report No. R739, The University of Sydney, Sydney, Australia, 1997.
34. Ouchi M. History of development and applications of self-compacting concrete in Japan. Proceedings of the First International Workshop on Self-Compacting Concrete :1998.
35. Prion H.G.L., Boehme J. Beam-column behaviour of steel tubes filled with high strength concrete. Canadian Journal of Civil Engineering. 21:1989;207-218.
36. Rangan B.V., Joyce M. Strength of eccentrically loaded slender steel tubular columns filled with high-strength concrete. ACI Structural Journal. 89:(6):1991;676-681.
37. Roeder C.W., Cameron B., Brown C.B. Composite action in concrete filled tubes. Journal of Structural Engineering, ASCE. 125:(5):1999;477-484.
38. Sakino K., Inai E., Nakahara H. Tests and analysis on elasto-plastic behavior of CFT beam-columns - US-Japan cooperative earthquake research program. Proceedings of the Fifth Pacific Structural Steel Conference, Seoul, Korea :1998;901-906.
39. Schneider S.P. Axially loaded concrete-filled steel tubes. Journal of Structural Engineering, ASCE. 124:(10):1998;1125-1138.
40. Shakir-Khalil H., Mouli M. Further tests on concrete-filled rectangular hollow-section columns. Structural Engineer. 68:(20):1990;405-413.
41. Shams M., Saadeghvaziri M.A. State of the art of concrete-filled steel tubular columns. ACI Structural Journal. 94:(5):1997;558-571.
42. Shanmugam N.E., Lakshmi B., Uy B. An analytical model for thin-walled steel box columns with concrete in-fill. Engineering Structures. 24:(6):2002;825-838.
43. Shiiba K., Harada N. An experiment study on concrete-filled square steel tubular columns. Proceedings of the Fourth International Conference on Steel-Concrete Composite Structures, Slovakia :1994;103-106.
44. Song J.Y., Kwon Y.B. Structural behavior of concrete-filled steel box sections. International Conference Report on Composite Construction-Conventional and Innovative, Innsbruck, Austria :1997;795-800.
45. A specification for the design of steel-concrete composite columns. Engineering Journal, AISC. 16:(4):1979;101-145.
46. Tomii M., Yoshimaro K., Morishita Y. Experimental studies on concrete filled steel tubular stub column under concentric loading. Proceedings of the International Colloquium on Stability of Structures under Static and Dynamic Loads :1977;718-741 SSRC/ASCE, Washington.
47. Uy B. Concrete-filled fabricated steel box columns for multistorey buildings: behaviour and design. Progress in Structural Engineering and Materials. 1:(2):1998;150-158.
48. Varma A.H., Ricles J.M., Sause R., Lu L.W. Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam-columns. Journal of Constructional Steel Research. 58:(5-8):2002;725-758.
49. Wang Y.C. Tests on slender composite columns. Journal of Constructional Steel Research. 49:(1):1999;25-41.
50. Zhang W.Z., Shahrooz B.M. Comparison between ACI and AISC for concrete-filled tubular columns. Journal of Structural Engineering, ASCE. 125:(11):1999;1213-1223.