TECHNICAL NOTES
May 14, 2010

Experimental Dynamic Response of a Short-Span Composite Bridge to Military Vehicles

Publication: Journal of Bridge Engineering
Volume 16, Issue 1

Abstract

A continued desire for increased mobility in the aftermath of natural disasters or on the battlefield has lead to the need for improved lightweight bridging solutions. Currently, within the U.S. military, there is a need for a lightweight bridging system for crossing short-span gaps up to 4 m (13.1 ft) in length. This paper describes the field testing of a newly developed lightweight fiber-reinforced polymer bridging system to meet the U.S. militaries needs. The study investigates dynamic impact loads of track and wheel vehicles at different crossing speeds to increase understanding of appropriate impact factors used in design. It was found that the impact loads for the bridge treadways were most sensitive to vehicle crossing speed and vehicle type (wheel versus track and axle spacing) with observed impact factors as high as 1.71.

Get full access to this article

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

Acknowledgments

The writers would like to acknowledge the financial support provided by the Office of Naval Research and U.S. Army TACOM which made this research possible. The writers also wish to thank Aberdeen Testing Center for providing the testing site and vehicles used in this study.ONR

References

AASHTO. (1998). AASHTO LRFD bridge design specifications, Washington, D.C.
Franklin, J. M., Taylor, S. E., Morgan, P. A., and Ritter, M. A. (1999). “Design criteria for portable timber bridge systems: Static versus dynamic loads.” ASAE and CSAE-SCGR Annual Int. Meeting, ASAE, St. Joseph, Mich.
Robinson, M. J., and Kosmatka, J. B. (2008a). “Development of a short-span fiber reinforced composite bridge for emergency response and military applications.” J. Bridge Eng., 13(4), 388–397.
Robinson, M. J., and Kosmatka, J. B. (2008b). “Light-weight fiber reinforced polymer composite deck panels for extreme applications.” J. Compos. Constr., 12(3), 344–354.
Trilateral Design and Analysis Group. (2005). Trilateral design and test code (TDTC) for military bridging and gap-crossing equipment, U.S. Army Tank-automotive and Armaments Command, Warren, Mich.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 16Issue 1January 2011
Pages: 166 - 170

History

Received: Jan 8, 2009
Accepted: May 10, 2010
Published online: May 14, 2010
Published in print: Jan 2011

Permissions

Request permissions for this article.

Authors

Affiliations

M. J. Robinson, M.ASCE [email protected]
P.E.
Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota School of Mines and Technology, Rapid City, SD 57701; formerly, Postdoctoral Researcher, Univ. of California, San Diego, CA (corresponding author). E-mail: [email protected]
J. B. Kosmatka [email protected]
P.E.
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085. 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