0
RESEARCH PAPERS

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

Abstract

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
Your Session has timed out. Please sign back in to continue.

References

Figures

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In