Hostname: page-component-586b7cd67f-2brh9 Total loading time: 0 Render date: 2024-11-24T10:33:11.320Z Has data issue: false hasContentIssue false

Influence of Gravity and Taper on the Vibration of a Standing Column

Published online by Cambridge University Press:  03 June 2015

C. Y. Wang*
Affiliation:
Departments of Mathematics and Mechanical Engineering, Michigan State University, East Lansing, MI 48824, USA
*
Corresponding author. Email: [email protected]
Get access

Abstract

The stability and natural vibration of a standing tapered vertical column under its own weight are studied. Exact stability criteria are found for the pointy column and numerical stability boundaries are determined for the blunt tipped column. For vibrations we use an accurate, efficient initial value numerical method for the first three frequencies. Four kinds of columns with linear taper are considered. Both the taper and the cross section shape of the column have large influences on the vibration frequencies. It is found that gravity decreases the frequency while the degree of taper may increase or decrease frequency. Vibrations may occur in two different planes.

Type
Research Article
Copyright
Copyright © Global-Science Press 2012

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

[1]Greenhill, A. G., Determination of the greatest height consistent with stability that a vertical pole or mast must be made, and of the greatest height to which a tree of given proportions can grow, Proc. Camb. Phil. Soc., 4(2) (1881), pp. 6573.Google Scholar
[2]Wang, C. M., Wang, C. Y. and Reddy, J. N., Exact Solutions for Buckling of Structural Members, CRC Press, Boca Raton, 2005.Google Scholar
[3]Virgin, L. N., Santillan, S. T. and Holland, D. B., Effect of gravity on the vibration of vertical cantilevers, Mech. Res. Commun., 34 (2007), pp. 312317.Google Scholar
[4]Dinnik, A. N., Buckling and Torsion, Acad. Nauk. CCCP, Moscow, 1955.Google Scholar
[5]Paidoussis, M. P. and Dos Trois Maisons, P. E., Free vibration of a heavy damped vertical cantilever, Appl. Mech., 38 (1971), pp. 524526.Google Scholar
[6]Schafer, B., Free vibration of a gravity loaded clamped-free beam, Ing. Arch., 55 (1985), pp. 6680.Google Scholar
[7]Yokoyama, T., Vibrations of a hanging Timoshenko beam under gravity, J. Sound Vibr., 141 (1990), pp. 245258.CrossRefGoogle Scholar
[8]Naguleswaran, S., Transverse vibration of a uniform Euler-Bernoulli beam under linearly varying axial force, J. Sound Vibr., 146 (1991), pp. 191198.Google Scholar
[9]Wei, D. J., Yan, S. X., Zhang, Z. P. and Li, X. F., Critical load for buckling of non-prismatic columns under self-weight and tip force, Mech. Res. Commun., 37 (2010), pp. 554558.Google Scholar
[10]Karnovsky, I. A. and Lebed, O. I., Non-Classical Vibrations of Arches and Beams, McGraw-Hill, New York, 2004.Google Scholar
[11]Barasch, S. and Chen, Y., On the vibration of a rotating disk, J. Appl. Mech., 39 (1972), pp. 11431144.Google Scholar
[12]Wang, C. Y., Vibration of a standing heavy column with intermediate support, J. Vibr. Acoust., (132) 2010, #044502.Google Scholar
[13]Magrab, E. B., Vibrations of Elastic Structural Members, Sijthoff and Noordhoff, Netherlands, 1979.Google Scholar
[14]Gere, J. M. and Carter, W. O., Critical buckling loads for tapered columns, J. Struct. Div. ASCE., 88 (1962), pp. 111.Google Scholar
[15]Murphy, G. M., Ordinary Differential Equations and Their Solutions, Van Nostrand, Princeton, New Jersey, 1960.Google Scholar
[16]Kirchkoff, G., Gesammelte Abhandlungen, Sec. 18, Barth, Leipzig, 1882.Google Scholar
[17]Cranch, E.T. and Adler, A. A., Bending vibrations of variable section beams, J. Appl. Mech., 23 (1956), pp. 103108.Google Scholar
[18]Sanger, D. J., Transverse vibration of a class of non-uniform beams, J. Mech. Eng. Sci., 10 (1968), pp. 111120.Google Scholar
[19]Wang, H. C., Generalized hypergeometric function solutions on the transverse vibration of a class of nonuniform beams, J. Appl. Mech., 34 (1967), pp. 702707.Google Scholar
[20]Naguleswaran, S., Vibration of an Euler-Bernoulli beam of constant depth and with linearly varying breadth, J. Sound Vibr., 153 (1992), pp. 509522.Google Scholar
[21]Downs, B., Transverse vibrations of cantilever beams having unequal breadth and depth tapers, J. Appl. Mech., 44 (1977), pp. 737742.Google Scholar