TECHNICAL PAPERS
Apr 1, 1997

Torsion of Nonlinear Viscous Shafts

Publication: Journal of Engineering Mechanics
Volume 123, Issue 4

Abstract

In this study, we reconsider the torsion of nonlinear viscous shafts. Attention is paid to the analytical solution of the nonlinear partial differential equation arising in the problem's formulation, and it is concluded that the stresses τxy, τxz, and the torque T(t) can be found in terms of the partial derivatives of the warping function ϕ. Theoretical results are given for circular cross sections, and it is shown that the present method gives the same results as those for elastic (m= 0) and perfectly plastic torsion (m→∞). It is further proved that it is not possible to give analytical solutions for nonregular boundaries, such as rectangular and triangular cross sections.

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References

1.
Pala, Y.(1994). “Analytical solution of Hill's equation.”J. Appl. Mech., 61(4), 1000–1001.
2.
Shames, H. I. (1992). Elastic and inelastic stress analysis. Prentice-Hall International Editions, 460–510.
3.
Venkatraman, B., and Patel, S. A. (1970). Structural mechanics with introductions to elasticity and plasticity. McGraw-Hill Book Co., Inc., New York, N.Y., 607–619.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 123Issue 4April 1997
Pages: 338 - 341

History

Published online: Apr 1, 1997
Published in print: Apr 1997

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Yaşar Pala
Assoc. Prof., Dept. of Mech. Engrg., Univ. of Uludagˇ, Görükle, 16059, Bursa, Turkey.

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