TECHNICAL PAPERS
Sep 1, 1999

Design Optimization Procedures for Fiber Reinforced Plastic Bridges

Publication: Journal of Engineering Mechanics
Volume 125, Issue 9

Abstract

A simplified optimization procedure is described for a novel fiber reinforced plastic bridge system. The bridge system is modeled using a transformed anisotropic plate that is discretized using the Ritz method. This provides a structural model that is incorporated into a stiffness-based optimization algorithm using the optimality criteria method. The resulting procedure provides a useful design tool that can be used to produce a minimum weight design without resorting to finite-element analysis, which is only used to check the strength of the final design. A two-lane highway bridge serves as a demonstration problem.

Get full access to this article

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

References

1.
AASHTO LRFD bridge design specifications. (1994). American Association of State Highway and Transportation Officials, Washington, D.C.
2.
Aref, A. J. ( 1997). “A novel fiber reinforced composite bridge structural system,” PhD thesis, University of Illinois at Urbana-Champaign, Urbana, Ill.
3.
Dumlao, C., et al. (1996). “Demonstration low-cost modular composite highway bridge.” Proc., 1st Int. Conf. on Composites in Infrastruct., H. Saadatmanesh and M. R. Ehsani, eds., University of Arizona, Tucson, 1141–1155.
4.
Haftka, R. T., Gurdal, Z., and Kamat, M. P. (1990). Elements of structural optimization. Kluwer Academic, Boston.
5.
Jones, R. M. (1975). Mechanics of composite materials. Hemisphere Publishing Corp., Bristol, Pa.
6.
Khot, N. S. (1981). “Algorithms based on optimality criteria to design minimum weight structures.” Engrg. Optimization, 5, 73–90.
7.
Seible, F. ( 1996). “Advanced composites material for bridges in the 21st century.” Advanced composite materials bridges and structures, M. M. Elbadry, ed., The Canadian Society for Civil Engineering, Montreal, 17–40.
8.
Taly, N. (1998). Design of modern highway bridges. McGraw-Hill, New York.
9.
Timoshenko, S., and Woinowsky-Krieger, S. (1959). Theory of plates and shells. McGraw-Hill, New York.
10.
Venkayya, V. B. (1989). “Optimality criteria: A basis for multidisciplinary design optimization.” Computational Mech., 5, 1–21.
11.
Young, D. (1950). “Vibration of rectangular plates by the Ritz method.” J. Appl. Mech., 17, 448–453.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 9September 1999
Pages: 1040 - 1047

History

Received: Feb 20, 1998
Published online: Sep 1, 1999
Published in print: Sep 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Asst. Prof., Dept. of Civ. Engrg., State Univ. of New York at Buffalo, Buffalo, NY.
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801-2352.

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