0
RESEARCH PAPERS

Beams on Variable Winkler Elastic Foundation

[+] Author and Article Information
J. Clastornik, M. Eisenberger, D. Z. Yankelevsky, M. A. Adin

Technion-Israel Institute of Technology, Haifa 32000, Israel

J. Appl. Mech 53(4), 925-928 (Dec 01, 1986) (4 pages) doi:10.1115/1.3171882 History: Received May 24, 1985; Revised December 04, 1985; Online July 21, 2009

Abstract

A stiffness approach is presented for computing the solution of beams on variable Winkler foundation. The solution may be achieved using only a small number of elements along the beam. Accuracy is dependent only on a preset user criterion. A numerical example demonstrates the efficiency and accuracy of the procedure.

Copyright © 1986 by ASME
Topics: Stiffness
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