Local buckling of aluminum members: Testing and classification

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 3, 2000, Pages 353-360

  Faella, C ^a   Mazzolani, F M ^b   Piluso, V ^a   Rizzano, G ^a  

^a UNIVERSITY OF SALERNO   (Italy)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ALUMINUM ALLOYS; BENDING STRENGTH; BUCKLING; MATERIALS TESTING; STANDARDS;

BUCKLING RESISTANCE; NON-UNIFORM BENDING;

ALUMINUM BEAMS AND GIRDERS;

EID: 0034156088     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:3(353)     Document Type: Article

References (17)

1. "Eurocode 3: design of steel structures." (1995). ENV 1993-1.1, European Committee for Standardisation, Brussels, Belgium.
2. "Eurocode 9: design of aluminium alloy structures, part 1.1." (1998). prENV 1999-1.1, European Committee for Standardisation, Brussels, Belgium.
3. Gerard, G., and Becker, H. (1957). Handbook of structural stability. I: Buckling of flat plates. National Advisory Council for Aeronautics, Washington, D.C.
4. Ghersi, A., and Landolfo, R. (1995). "Thin-walled sections in round-house type material: a simulation model." Proc., Italian Conf. on Steel Constr., CTA, Riva del Garda, Segno, Italy, 443-446.
5. Hopperstad, O. S., Langseth, M., and Tryland, T. (1996). "An experimental and theoretical study on the stability and ultimate strength of aluminium alloy outstands in compression." Rep. No. R-14-95, Norwegian University of Science and Technology, Trondheim, Norway.
6. Kato, B. (1990). "Deformation capacity of steel structures." J. Constr. Steel Res., 17, 33-94.
7. Landolfo, R., and Mazzolani, F. M. (1995). "Different approaches in the design of slender aluminium alloy sections." Proc., 3rd Int. Conf. on Steel and Aluminium Struct., Istanbul, Turkey, 137-146.
8. Landolfo, R., and Mazzolani, F. M. (1996). "Proposal of design curves for slender aluminium alloy sections, CEN-TC250/SC9, European Committee for Standardization, Brussels, Belgium.
9. Langseth, M., and Hopperstad, O. S. (1995). "Local buckling of square thin-walled aluminium extrusions." Proc., 3rd Int. Conf. on Steel and Aluminium Struct., Istanbul, Turkey, 147-154.
10. Li, S., and Reid, S. R. (1992). "The plastic buckling of axially compressed square tubes." J. Appl. Mech., 59, 201-210.
11. Mazzolani, F. M. (1995). Aluminium alloy structures. E&FN Spon, London.
12. Mazzolani, F. M., Faella, C., Piluso, V., and Rizzano, G. (1996a). "Experimental analysis of aluminium alloy SHS-members subjected to local buckling under uniform compression." Proc., 5th Int. Colloquium on Struct. Stability, Structural Stability Research Council, Gainesville, Fla., 281-291.
13. Mazzolani, F. M., Faella, C., Piluso, V., and Rizzano, G. (1996b). "Assessment of the stub column test for aluminium alloys." Proc., 2nd Int. Conf. on Coupled Instabilities in Metal Struct., Imperial College Press, Liege, Belgium, 547-556.
14. Mazzolani, F. M., and Piluso, V. (1992). "Evaluation of the rotation capacity of steel beams and beam-columns." Proc., 1st COST CI Workshop, Strasbourg, 517-529.
15. Mazzolani, F. M., and Piluso, V. (1997). "Prediction of the rotation capacity of aluminum alloy beams." Thin-Walled Struct. J., 27(1), 103-116.
16. Moen, L. A. (1996). "Some considerations on the rotational capacity of aluminium alloy beams." Rep. No. R-10-96, Norwegian University of Science and Technology, Trondheim, Norway.
17. Timoshenko, S. P., and Gere, J. M. (1988). Theory of elastic stability. McGraw-Hill, New York.