TECHNICAL NOTES
May 1, 1999

The Clear Creek Hybrid Composite I-Girder Pedestrian Bridge

Publication: Journal of Composites for Construction
Volume 3, Issue 2

Abstract

An 18.3 m (60 ft) pedestrian I-girder bridge was analyzed, designed, tested, and constructed. The main load-carrying members for the bridge are two 61-cm (24-in.) deep composite fiberglass I-girders with embedded carbon fibers in the flanges. Laboratory testing quantified the increased stiffness of the hybrid glass/carbon fiber-reinforced polymer beams over those manufactured solely with glass fibers. Typical joint connections were tested to investigate their performance, and a dynamic analysis was performed to check the bridge's vibration under pedestrian load.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 3Issue 2May 1999
Pages: 101 - 104

History

Published online: May 1, 1999
Published in print: May 1999

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Authors

Affiliations

Associate Member, ASCE,
Members, ASCE,
Struct. Engr., Palmer Engrg., 273 Shoppers Dr., PO Box 747, Winchester, KY 40392.
Struct. Proj. Mgr., Palmer Engrg., 273 Shoppers Dr., PO Box 747, Winchester, KY.
Prof., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, KY 40506-0281.
Sr. Program Mgr., GreatLakes Composites Consortium, 103 Trade Zone Dr., Ste. 26C, West Columbia, SC 29170.

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