Brief Report
Jul 1982

A Shear Lag Anomaly

Publication: Journal of the Structural Division
Volume 108, Issue 7

Abstract

This technical note reports an interesting phenomenon associated with shear lag in the flanges of box girders that is quite contrary to well established ideas concerning this subject. A brief description of a beam model and solution technique are given. It is shown that if a cantilever tube is loaded laterally under non-uniform shear, a reversal of the shear lag distribution may occur at some point in the beam; the centerline stress may exceed the edge stress. Although the practical significance is not clear, further study is encouraged to explain the phenomenon and explore its significance.

Get full access to this article

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

Information & Authors

Information

Published In

Journal of the Structural Division
Volume 108Issue 7July 1982
Pages: 1653 - 1658

History

Published in print: Jul 1982
Published online: Feb 1, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Douglas A. Foutch, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, 3108 NCEL, 208 N. Romine, Urbana, Ill. 61801
P. C. Chang
Research Asst., Univ. of Illinois at Urbana-Champaign, 3109 NCEL, 208 N. Romine, Urbana, Ill. 61801

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