Rotational capacity of aluminum beams under moment gradient. I: Experiments

Journal of Structural Engineering

Volumn 125, Issue 8, 1999, Pages 910-920

  Moen, L A ^a   Hopperstad, O S ^a   Langseth, M ^a  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; BUCKLING; CODES (STANDARDS); DUCTILITY; FAILURE ANALYSIS; STRAIN HARDENING; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRESS; TENSILE TESTING; WELDING;

ALUMINUM ALLOY 6082-T6; MOMENT GRADIENT LOADING;

ALUMINUM BEAMS AND GIRDERS;

EID: 0032626535     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:8(910)     Document Type: Article

References (22)

1. Corona, E., and Ellison, M. S. (1996). "Plastic buckling of T-beams under pure bending." Rep. No. 96/1, Dept. of Aerosp. and Mech. Engrg., University of Notre Dame, Indiana.
2. Corona, E., and Vaze, S. P. (1996). "Buckling of elastic-plastic square tubes under bending." Int. J. Mech. Sci., 38(7), 753-775.
3. Eurocode 3: Design of steel structures. (1992). CEN, Part 1-1.
4. Eurocode 9: Design of aluminum structures. (1997). CEN, Part 1-1.
5. Hopperstad, O. S. (1993). "Modelling of cyclic plasticity with application to steel and aluminum structures," PhD thesis, Dept. of Struct. Engrg., Norwegian University of Science and Technology.
6. Hopperstad, O. S., Langseth, M., and Tryland, T. (1997). "Ultimate strength of aluminum alloy outstands in compression: Experiments and simplified analysis." Thin-Walled Struct., in press.
7. Hosford, W. F., and Caddell, R. M. (1993). Metal forming. Mechanics and metallurgy. Prentice-Hall, Englewood Cliffs, N.J.
8. Lai, Y. F. W. (1988). "Buckling strength of welded and nonwelded aluminum members," PhD thesis, Dept. of Civ. and Struct. Engrg., University of Sheffield, U.K.
9. Langseth, M., and Hopperstad, O. S. (1996). "Local buckling of square thin-walled aluminum extrusions." Thin-Walled Struct.
10. Lay, M. G. (1967). "Inelastic beams under moment gradient." J. Struct. Div., ASCE, 93(1), 381-399.
11. Mazzolani, F. M., Capelli, M., and Spasiano, G. (1985). "Plastic analysis of aluminum alloy members in bending." Aluminum, 61(10), 734-741.
12. Mazzolani, F. M. (1995). Aluminum alloy structures. Chapman & Hall, London.
13. Mazzolani, F. M., Faella, C., Piluso, V., and Rizzano, G. (1996). "Local buckling of aluminum alloy RHS-members: Experimental analysis." Proc., 5th Int. Colloquium on Struct. Stability, SSRC.
14. Mazzolani, F. M., and Piluso, V. (1997). "Prediction of the rotation capacity of aluminum alloy beams." Thin-Walled Struct., 27(1), 103-116.
15. Moen, L., Langseth, M., and Hopperstad, O. S. (1998). "Elastoplastic buckling of anisotropic aluminum plate elements." J. Struct. Engrg., ASCE, 124(6), 712-719.
16. Moen, L., De Matteis, G., Hopperstad, O. S., Langseth, M., Landolfo, R., and Mazzolani, F. M. (1998b). "Rotational capacity of aluminum beams under moment gradient. II: Numerical simulations." J. Struct. Engrg., ASCE, 125(8), 921-929.
17. Mofflin, D. S., and Dwight, J. B. (1983). "Tests on individual aluminum plates under in-plane compression." Rep. No. CUED/D-Struct/TR.100, Dept. of Engrg., University of Cambridge.
18. Opheim, B. S. (1996). "Bending of thin-walled aluminum extrusions," PhD thesis, Dept. of Struct. Engrg., Norwegian University of Science and Technology.
19. Panlilo, F. (1947). "The theory of limit design applied to magnesium alloy and aluminum alloy structures." J. Royal Aeronautical Soc., 534-571.
20. Robertson, I. (1985). "Strength loss in welded aluminum structures," PhD thesis, University of Cambridge.
21. "Structural use of aluminum." (1991). BS 8118, British Standards Institution.
22. Welo, T. (1990). "Inelastic deformation capacity of flexurally-loaded aluminum alloy structures," PhD thesis, Dept. of Struct. Engrg., Norwegian University of Science and Technology.