TECHNICAL PAPERS
Jan 1, 1991

Optimal Design of Elastic Beams for Moving Loads

Publication: Journal of Engineering Mechanics
Volume 117, Issue 1

Abstract

The problem of minimizing the volume (weight) of an elastic beam subjected to a compliance constraint is the subject of this paper. Specifically, the necessary conditions for the minimum volume are established for the case of beams, consisting of longitudinal segments of different constant cross‐sectional areas, subjected to moving loads. Two examples are considered, one for a moving concentrated load and the second for a distributed load. The results are the load location, the segment lengths and areas, and therefore the volume of the beam. For the case of the concentrated load, additional results are considered if the segment lengths are predetermined. That is, the load location and segment areas are established. The results are presented for beam cross sections that are sandwich type with different sheet thickness, solid cross sections of different widths and different depths.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Haghnaji, P. (1987). “Optimal design of elastic structures under moving loads subject to various constraint conditions,” thesis presented to the University of Illinois, at Chicago, Ill., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Haung, E. J., and Arona, J. S. (1979). Applied optimal design. John Wiley and Sons, Inc., New York, N.Y., 55.
3.
Masur, E. F. (1974). “Optimal structural design for a discrete set of available structural members.” Comput. Methods Appl. Mech. Engrg., 3, 195–207.
4.
Shen, C. Y., and Prager, W. (1968). “Minimum‐weight design with piecewise constant specific stiffness.” J. Optim. Theory Appl., 2, 179–186.
5.
Szelag, D., and Mroz, Z. (1978). “Optimal design of elastic beams with unspecified support conditions.” ZAMM, 58, 501–510.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 1January 1991
Pages: 154 - 165

History

Published online: Jan 1, 1991
Published in print: Jan 1991

Permissions

Request permissions for this article.

Authors

Affiliations

Robert H. Bryant, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Mech., and Metallurgy, Univ. of Illinois at Chicago, P.O. Box 4348, Chicago, IL 60680

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share