TECHNICAL NOTES
Feb 18, 2011

End-Loaded Shallow Curved Beams

Publication: Journal of Structural Engineering
Volume 137, Issue 7

Abstract

This note examines the linear response of thin, shallow curved beams to an axially-directed compressive load. The response is tracked with a rise parameter drawn from related work on linear arches through which it is shown that the curved beam behaves like an axially compressed bar for small values of the rise parameter, whereas it responds as a beam in bending for large values of the parameter. This is totally opposite to that of laterally-loaded arches.

Get full access to this article

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

Acknowledgments

The author gratefully acknowledges continuing conversations with his colleague, Emeritus Professor Harry E. Williams, and the thoughtful (and rapid) reviews that enhanced the clarity of presentation.

References

Armenàkas, A. E. (2006). Advanced mechanics of materials and applied elasticity, CRC Taylor Francis, Boca Raton, Florida.
Boresi, A. P., and Schmidt, R. J. (2003). Advanced mechanics of materials, 6th Ed., Wiley, New York.
Budynas, R. G. (1999). Advanced strength and applied stress analysis, 2nd Ed., McGraw-Hill, New York.
Dym, C. L. (2002). Stability theory and its applications to structural mechanics, Dover Publications, Mineola, NY.
Dym, C. L., and Williams, H. E. (2011). “Stress and displacement estimates for arches.” J. Struct. Eng., 137(1), 49.
Hoff, N. J. (1956). The analysis of structures, Wiley, New York.
Schreyer, H. L., and Masur, E. F. (1966). “Buckling of shallow arches.” J. Eng. Mech. Div., Am. Soc. Civ. Eng., 92(4), 1-19.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 137Issue 7July 2011
Pages: 782 - 784

History

Received: Jul 19, 2010
Accepted: Feb 16, 2011
Published online: Feb 18, 2011
Published in print: Jul 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Clive L. Dym, F.ASCE [email protected]
Fletcher Jones Professor of Engineering Design, Dept. of Engineering, Harvey Mudd College, Claremont, CA 91711. E-mail: [email protected]

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