An Analysis of Collapse Mechanism of Thin- Walled Circular Tubes Subjected to Bending

Circular tubes have been widely used as structural members in engineering application. Therefore, its collapse behavior has been studied for many decades, focusing on its energy absorption characteristics. In order to predict the collapse behavior of members, one could rely on the use of finite element codes or experiments. These tools are helpful and high accuracy but costly and require extensive running time. Therefore, an approximating model of tubes collapse mechanism is an alternative for early step of design. This paper is also aimed to develop a closed-form solution of thin-walled circular tube subjected to bending. It has extended the Elchalakani et al.-s model (Int. J. Mech. Sci.2002; 44:1117-1143) to include the rate of energy dissipation of rolling hinge in the circumferential direction. The 3-D geometrical collapse mechanism was analyzed by adding the oblique hinge lines along the longitudinal tube within the length of plastically deforming zone. The model was based on the principal of energy rate conservation. Therefore, the rates of internal energy dissipation were calculated for each hinge lines which are defined in term of velocity field. Inextensional deformation and perfect plastic material behavior was assumed in the derivation of deformation energy rate. The analytical result was compared with experimental result. The experiment was conducted with a number of tubes having various D/t ratios. Good agreement between analytical and experiment was achieved.




References:
[1] D. Kecman, "Bending collapse of rectangular and square section tubes,"
Int. J. Mech. Sci., Vol.25, No. 9-10, pp. 623, 1983.
[2] L.C. Zhang and T.X. Yu, "An investigation of the brazier effect of a
cylindrical tube under pure elastic-plastic bending," Int. J. Pres. Ves. &
Piping, Vol.30, pp 77-86, 1987.
[3] T. Wierzbicki and S.U. Bhat, "Initiation and propagation of buckles in
pipelines," Int. J. Solids Structures, Vol. 22, No. 9, pp 985-1005, 1986.
[4] T. Wierzbicki and M.S. Suh, "Indentation of tubes under combined
loading," Int. J. Mech. Sci., Vol.30 No.  , pp 229-248, 1988.
[5] A. G. Mamalis, D. E. Manolakos, G. L. Viegelahn, D. M. Johnson and
A. K. Baldoukas, "On the effect of shear when bending crashworthy
thin-walled steel tubes," Thin-walled structures, 1992, pp 153-165,
1992.
[6] S. J. Cimpoeru and N. W. Murray, "The large-deflection pure bending
properties of a square thin-walled tube," Int. J. Mech. Sci., Vol.35, No.
 ,pp 247-256
[7] T. Wierzbicki el. at, "Stress profile in thin-walled prismatic columns
subjected to crush loading-II. Bending," Computer & Structure, Vol. 51,
No.6, pp 625-641, 1994.
[8] T. Wierzbicki and M. V. Sinmao, "A simplified model of brazier effect
in plastic bending of cylindrical tubes," Int. J. Pres. Ves.& Pipe, Vol.71,
pp 19-28, 1997.
[9] T.H. Kim, and S. R. Reid, "Bending collapse of thin-walled rectangular
section columns," Computer & Structures, Vol.79, pp 1897-1991, 2001.
[10] M. Elchalakani, X. L. Zhao and R. H. Grzebieta, "Plastic mechanism
analysis of circular tubes under pure bending," Int. Mech. Sci., Vol. 44,
pp 1117-1143, 2002.
[11] M. Elchalakani, R. H. Grzebieta, and X. L. Zhao "Plastic collapse
analysis of slender circular tubes subjected to large deformation pure
bending," Advances in structural engineering, Vol. 5, No. 4 , pp 241-
257, 2002.
[12] British standard, "Tensile testing of metallic materials," 1991.
[13] Mathcad 2000, User-s Guide, MathSoft, Inc.