An Analysis of the Local Buckling Collapse Behavior of an Aluminum Square Tube under Concentrated Bending Moment Loads

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Abstract:

To analyze the bending collapse behavior of an aluminum square tube under the bending moment load, a finite element simulation for the four-point bending test has been performed. Using an aluminum tube beam specimen partly inserted with two steel bars, local buckling deformation near the center of the tube beam was induced. Simulated moment-rotation angle curve obtained during the post-collapse period of the aluminum tube with steel bars were in good agreement with experimental result, which was comparable to the result obtained from Kecman's theory. Using a combination of the four-point bending test and its finite-element simulation, analysis of the local buckling and the bending collapse behavior of an aluminum tube beam could be quantitatively accomplished.

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Key Engineering Materials (Volumes 261-263)

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633-638

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April 2004

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© 2004 Trans Tech Publications Ltd. All Rights Reserved

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[1] M. Langseth, O.S. Hopperstad and A.G. Hanssen, Thin-Walled Structures, 32 (1998) p.127.

DOI: 10.1016/s0263-8231(98)00030-5

Google Scholar

[2] H.S. Kim, Thin-Walled Structures, 40 (2002) p.311.

Google Scholar

[3] D. Kecman, PH.D. Thesis, Cranfield Institute of Technology, U.K. (1979).

Google Scholar

[4] S. Kyriakides and P.K. Shaw, J. Pressure Vessel Technology, 109 (1987) p.169.

Google Scholar

[5] W. Abramowicz, Engineering Trans., 29 No. 3~4 (1983).

Google Scholar

[6] T. Wierzbicki, W. Abramowicz, T. Gholami and J. Huang, Computer & Structure, 51 (1994) p.625.

Google Scholar

[7] K.C. Shin, J.J. Lee, K.H. Kim, M.C. Song and J.S. Huh, Composite Structures, 57 (2002) p.279 Fig. 8 Moment-rotation angle curves of aluminum tube beams.

Google Scholar