TECHNICAL PAPERS
Jul 1, 2008

Development of a Short-Span Fiber-Reinforced Composite Bridge for Emergency Response and Military Applications

Publication: Journal of Bridge Engineering
Volume 13, Issue 4

Abstract

A continued desire for increased mobility in the aftermath of natural disasters, or on the battlefield, has lead to the need for improved light-weight bridging solutions. Currently within the United States military there is a need for a light weight bridging system for crossing short-span gaps up to 4m (13.1ft) in length. The bridge must be capable of supporting up to Military Load Class 30 (MLC 30) vehicles including palletized load system (PLS) truck vehicles under extreme temperatures and loading conditions. This paper describes the design and analysis of a carbon/epoxy composite sandwich bridging system to satisfy the United States Army’s short-span gap crossing needs. The paper also includes a description of the fabrication of the bridge treadways, full scale proof testing of the treadways, and field testing using a fully loaded PLS truck. The study shows the bridging system to satisfy the design requirements and to have sufficient strength to support MLC 30 and PLS truck vehicles.

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 ResearchONR and U.S. Army TACOM. They also wish to acknowledge Seemann Composites Inc. for fabricating the treadways, Webcore Technologies Inc. for the donation of core materials, and Rhino Linings for application of the polyurethane wear surface.

References

Alagusundaramoorthy, P., Harik, I., and Choo, C. (2006). “Structural behavior of FRP composite bridge deck panels.” J. Bridge Eng., 11(4), 384–393.
Davalos, J., Qian, P., Frank Xu, X., Robinson, J., and Barth, K. (2001). “Modeling and characterization of fiber-reinforced honeycomb sandwich panels for highway bridge applications.” Compos. Struct., 52(3–4), 441–452.
Ehlen, M. (1999). “Life-cycle costs of fiber-reinforced-polymer bridge decks.” J. Mater. Civ. Eng., 11(3), 224–230.
GangaRao, H., Thippeswamy, H., Shekar, V., and Craigo, C. (1999). “Development of glass fiber reinforced polymer composite bridge deck.” SAMPE J., 35(4), 12–24.
Hutcheson, D., and Sheppard, M. (2003). “Sandwich panel performance optimized with 3D fiber reinforcing core architecture.” SAMPE J., 39(6), 68–75.
Kosmatka, J. B. (1999). “Structural testing of DARPA/BIR composite army bridge.” Compos. Struct., 44(2–3), 99–115.
Kosmatka, J. B., Grippo, W., Policelli, F., Charbonnet, S., Randolph, B., and Hegimier, G. (2000). “Advanced composites for bridge infrastructure renewal-phase II DARPA.” Rep. No. SSRP-2000/06, Dept. of Structural Engineering, Univ. of California, San Diego.
Kosmatka, J. B., and Policelli, F. J. (1999). “Development of the DARPA/BIR composite army bridge: Phase I accomplishment.” J. Adv. Mater., 31(3), 23–36.
Robinson, M. J., and Kosmatka, J. B. (2008). “Light-weight fiber reinforced polymer composite deck panels for extreme applications.” J. Compos. Constr., to be published.
Stoll, F., Campbell, S., Day, S., and Sheppard, M. (2004). “High-performance, low-cost infusion cores for structural sandwich panels.” Proc., SAMPE 2004, Long Beach Convention Center, Long Beach, Calif.
Trilateral design and test code for military bridging and gap-crossing equipment (TDTC). (2005). Trilateral Design and Analysis Group of the United States, Germany, and the United Kingdom, January.
Wight, R. G., Erki, M. A., Shyu, C. T., Tanovic, R., and Heffernan, P. J. (2006). “Development of FRP short-span deployable bridge—Experimental results.” J. Bridge Eng., 11(4), 489–498.
Williams, B., Shehata, E., and Rizkalla, S. (2003). “Filament-wound glass fiber reinforced polymer bridge deck modules.” J. Compos. Constr., 7(3), 266–273.
Zureick, A., Shif, B., and Munley, E. (1995). “Fiber-reinforced polymeric bridge decks.” Struct. Eng. Rev., 7(3), 256–266.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 13Issue 4July 2008
Pages: 388 - 397

History

Received: Mar 23, 2007
Accepted: Sep 24, 2007
Published online: Jul 1, 2008
Published in print: Jul 2008

Permissions

Request permissions for this article.

Authors

Affiliations

M. J. Robinson [email protected]
P.E.
Graduate Research Assistant, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (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