Shrink Fit of a Thick-Walled Cylinder With Contact Shear

[+] Author and Article Information
L. R. Hill

Sandia Laboratories, Albuquerque, N. Mex.

A. S. Cakmak, R. Mark

Department of Civil and Geological Engineering, Princeton University, Princeton, N. J.

J. Appl. Mech 35(4), 729-736 (Dec 01, 1968) (8 pages) doi:10.1115/1.3601298 History: Received March 22, 1968; Online September 14, 2011


The shrink fit of a finite band on an infinite elastic thick-walled circular cylinder is formulated in terms of inhomogeneous dual integral equations. The solution is obtained by the series method for the case of a prescribed uniform radial displacement and an arbitrary contact shear. A three dimensional photoelastic experiment was performed to provide a realistic contact shear condition and to confirm the analytical solution. The model loading fixture was based on the high coefficient of thermal expansion and the two-phase character of epoxy. The resulting stress and displacement fields are compared with those of a similar mixed boundary value problem neglecting the contact shear.

Copyright © 1968 by ASME
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