Design of circular thin-walled concrete filled steel tubes

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 11, 2000, Pages 1295-1303

  O'Shea, Martin D ^a,b   Bridge, Russell Q ^a  

^a Hyder Consulting Ltd Australia   (Australia)

^b UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; CONCRETES; DYNAMIC LOADS; STRUCTURAL ANALYSIS;

THIN-WALLED CONCRETE FILLED STEEL TUBES;

TUBULAR STEEL STRUCTURES;

EID: 0034324730     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:11(1295)     Document Type: Article

References (40)

1. American Concrete Institute (ACI). (1989). "Building code requirements for reinforced concrete." ACI 318, Detroit.
2. American Iron and Steel Institute (AISI). (1991). Cold fanned steel design manual-load and resistance factor design, Washington, D.C.
3. Attard, M. M., and Setunge, S. (1996). "Stress-strain relationship of confined and unconfined concrete." ACI Mat. J., 93(5), 432-442.
4. Boue, P. (1957). "Concrete filled steel stanchions." Acier Steel No. 9, 351-356.
5. Bridge, R. Q. (1990). "Design of composite columns." Postgraduate Course Notes, School of Civ. and Min. Engrg., University of Sydney, Sydney, Australia, 63-86.
6. Cai, S. (1991). "Influence of moment distribution diagram on load-carrying capacity of CFST columns." Proc., 3rd Int. Conf. on Steel-Concrete Compos. Struct., 113-118.
7. Dowling, P. J., Janss, J., and Virdi, K. S. (1977). "The design of composite steel-concrete columns." Proc., 3rd Int. Symp. of Stability of Steel Struct.: Introductory Rep., Appendix, 309-327.
8. European Committee for Standardization (CEN). (1992). "Design of composite steel and concrete structures, part 1.1-General rules and rules for buildings." Eurocode 4, Brussels.
9. Furlong, R. W. (1967). "Strength of steel encased beam columns." J. Struct. Div., ASCE, 93(5), 113-124.
10. Gardner, N. J. (1968). "Use of spiral welded steel tubes in pipe columns." ACIJ., 65(11), 937-942.
11. Gardner, N. J., and Jacobson, E. R. (1967). "Structural behavior of concrete filled steel tubes." ACI J., 64-38(July), 404-413.
12. Grimault, J. P., and Janss, J. (1977). "Reduction of the bearing capacity of concrete filled hollow sections due to local buckling." Proc., ECCS Colloquium on Stability of Steel Struct., Preliminary Rep., 175-179.
13. Guiaux, P., and Janss, J. (1970). "Buckling behavior of columns made with steel tubes and filled with concrete." CIDECT Issue 70/42/E, No. MT 65.
14. Imamura, T., et al. (1994). "Concrete filled steel tubular columns-Study and construction practice." Proc., 4th ASCCS Int. Conf. on Steel-Concrete Compos. Struct., 84-87.
15. Kavoossi, H. R., and Schmidt, L. C. (1993). "The mechanical behaviour of higher strength concrete confined in circular hollow sections." Proc., 13th Australasian Conf. on the Mech. of Struct, and Mat., University of Wollongong, Wollongong, Australia, 453-460.
16. Kilpatrick, A. (1996). "The behaviour of high-strength composite concrete columns." School of Civ. Engrg., Curtin University of Technology, Australia.
17. Klöppel K., and Goder, D. (1957). "Collapse load tests on concrete filled steel tubes and derivation of design formula." Der Stahlbau, Berlin.
18. Knowles, R. B., and Park, R. (1969). "Strength of concrete filled steel tubular columns." J. Struct. Div., ASCE, 95(12), 2565-2587.
19. Knowles, R. B., and Park, R. (1970). "Axial load design for concrete filled steel tubes." J. Struct. Div., ASCE, 96(10), 2125-2153.
20. Lin, C. Y. (1988). "Axial capacity of concrete infilled cold-formed steel columns." Proc., 9th Int. Spec. Conf. on Cold Fanned Steel Struct., 443-456.
21. Luksha, L. K., and Nesterovich, A. P. (1991). "Strength testing of largediameter concrete filled steel tubular members." Proc., 3rd Int. Conf. on Steel-Concrete Compos. Struct., 67-71.
22. Mander, J. B., Priestley, M. J. N., and Park, R. (1988). "Theoretical stress-strain model for confined concrete." J. Struct. Engrg., ASCE, 114(8), 1804-1848.
23. Martinez, S., Nilson, A. H., and Slate, F. O. (1984). "Spirally reinforced high-strength concrete columns." ACI Struct. J., 81(5), 431-442.
24. Masuo, K., Adachi, M., Kawabata, K., Kobayashi, M., and Konishi, M. (1991). "Buckling behaviour of concrete filled circular steel tubular columns using light weight concrete." Proc., 3rd Int. Conf. on SteelConcrete Compos. Struct., 95-100.
25. Neogi, P. K., Sen, H. K., and Chapman, J. C. (1969). "Concrete-filled tubular steel columns under eccentric loading." The Struct. Engr., London, 47(5), 187-195.
26. Orito, Y., Sato, T., Tanaka, N., and Watanabe, Y. (1987). "Study on the unbonded steel tube composite system." Proc., Compos. Constr. in Steel and Concrete, ASCE, New York, 786-804.
27. O'Shea, M. D., and Bridge, R. Q. (1997a). "Tests on circular thin-walled steel tubes filled with medium and high strength concrete." Res. Rep. R755, Dept. of Civ. Engrg., University of Sydney, Sydney, Australia.
28. O'Shea, M. D., and Bridge, R. Q. (1997b). "Test on circular thin-walled steel tubes filled with very high strength concrete." Res. Rep. R754, Dept. of Civ. Engrg., University of Sydney, Sydney, Australia.
29. O'Shea, M. D., and Bridge, R. Q. (1997c). "Local buckling of thin-walled circular steel sections with or without internal restraint." Res. Rep. R740, Dept. of Civ. Engrg., University of Sydney, Sydney, Australia.
30. O'Shea, M. D., and Bridge, R. Q. (1997d). "Design of thin-walled concrete filled steel tubes." Res. Rep. R758, Dept. of Civ. Engrg., University of Sydney, Sydney, Australia.
31. Prion, H. G. L., and Boehme, J. (1989). "Beam-column behaviour of steel tubes filled with high strength concrete." Proc., 4th Int. Colloquium, North Am. Session on Code Differences Around the World, Structural Stability Research Council, New York, 439-450.
32. Rangan, B. V., and Joyce, M. (1992). "Strength of eccentrically loaded slender steel tubular columns filled with high-strength concrete." ACI Struct. J., 89(6), 676-681.
33. Roik, E. K., and Bergmann, R. (1989). "Harmonisation of the European construction codes, report on Eurocode 4." Rep. EC4/6/89, Ruhr University, Bochum, Germany.
34. Sakino, K., and Hayashi, H. (1991). "Behaviour of concrete filled steel tubular stub columns under concentric loading." Proc., 3rd Int. Conf. on Steel-Concrete Compos. Struct., 25-30.
35. Salani, H. J., and Sims, J. R. (1964). "Behaviour of mortar filled steel tubes in compression." ACI J., 61(10), 1271-1283.
36. Sen, H. K. (1972). "Concrete filled tubular steel columns." Tubular Structures 17, Tubes Division, British Steel.
37. "Steel structures." (1990). AS4100, Sydney, Australia.
38. "Concrete Structures." (1994). AS3600, Sydney, Australia.
39. University of Sydney School of Civil Engineering. (1990). "New commonwealth offices alternative composite column design." Investigation Rep. No. S837, Ctr. for Advanced Struct. Engrg., University of Sydney School of Civil and Mining Engineering, Sydney, Australia.
40. Wheeler, A. T., and Bridge, R. Q. (1993). "Analysis of cross-sections in composite materials." Proc., 13th Australian Conf. on the Mech. of Struct, and Mat., 929-936.