TECHNICAL NOTE
Oct 1, 1993

Observations on Higher‐Order Beam Theory

Publication: Journal of Aerospace Engineering
Volume 6, Issue 4

Abstract

A parabolic shear‐deformation beam theory assuming a higher‐order variation for axial displacement has been recently presented. In this theory, the axial displacement variation can be selected so that it results in a suitable admissible transverse shear‐strain variation across the depth of the beam. This paper examines several transverse shear‐strain variations that can go with the aforementioned higher‐order theory. Apart from the usual simple parabolic variation, six other shear‐strain variations are considered: the sinusoidal variation, cubic, quartic, quintic, and sixth‐order polynomials. All these variations for transverse shear‐strain satisfy the requirement that the shear strain be zero at the extreme fibers (z=±h/2) and nonzero elsewhere along the depth of the beam. Comparison of the results from this paper with results from others show that the simple parabolic distribution for transverse shear strain gives most accurate results. Also, Timoshenko's theory (with a shear factor of five‐sixths) and the current formulation which uses the parabolic shear‐strain distribution, give identical values for deflections.

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References

1.
Bickford, W. B. (1982). “A consistent higher order beam theory.” Devel. in Theoretical and Appl. Mech., SECTAM, 11), 137–150.
2.
Bhimaraddi, A. (1985). “Static and dynamic response of plates and shells,” PhD thesis, University of Melbourne, Melbourne, Australia.
3.
Bhimaraddi, A. (1988). “Generalized analysis of shear deformable rings and curved beams.” Int. J. Solids and Struct., 24(4), 363–373.
4.
Cowper, G. R. (1966). “The shear coefficient in Timoshenko's beam theory.” J. Appl. Mech., 33(2), 335–340.
5.
Levinson, M. (1981a). “Further results of a new beam theory.” J. Sound and Vib., 77(3), 440–444.
6.
Levinson, M. (1981b). “A new rectangular beam theory.” J. Sound and Vib., 74(1), 81–87.
7.
Levinson, M. (1985). “On Bickford's consistent higher order beam theory.” Mech. Res. Commun., 12(1), 1–9.
8.
Mindlin, R. D., and Deresiewicz, H. (1984). “Timoshenko's shear coefficient for flexural vibrations of beams.” Proc. 2nd U.S. Nat. Congress of Appl. Mech., American Society of Mechanical Engineers, 175–178.
9.
Timoshenko, S. P. (1921). “On the correction for shear of the differential equation for transverse vibrations of prismatic bars.” Philosophical Magazine, 41), 744–746.
10.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity. 3rd Ed., McGraw‐Hill Book Co., New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 6Issue 4October 1993
Pages: 408 - 413

History

Received: Dec 6, 1991
Published online: Oct 1, 1993
Published in print: Oct 1993

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Authors

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A. Bhimaraddi
Prin. Res. Engr., Diversified Computer Engrg. and Develop., 11 W. 14 Mile Road, Suite 205, Clawson, MI 48107
K. Chandrashekhara
Assoc. Prof., Dept. of Mech. and Aerosp. Engrg. and Engrg. Mech., Univ. of Missouri, Rolla, MO 65401‐0249

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