Fiber-Reinforced Polymer Composite Bridges in West Virginia

Author:

Shekar Vimala1,Petro Samer H.1,GangaRao Hota V. S.1

Affiliation:

1. Constructed Facilities Center, College of Engineering and Mineral Resources, West Virginia University, Morgantown, WV 26506-6103

Abstract

Fiber-reinforced polymer (FRP) composites have been used more often over the past decade than before in new construction as well as in repair of deteriorated bridges. Many of these bridges are on low-volume roads, where they receive very little attention. It is imperative that new bridge construction or repair be long lasting, nearly maintenance free, and as economical as possible. Relative to those factors, FRP composite bridges have been found to be structurally adequate and feasible because of their reduced maintenance cost and limited environmental impact (i.e., no harmful chemicals leaching into the atmosphere with longer service life). In West Virginia, 23 FRP composite bridges have been constructed, among which 18 are built on low-volume roads that have an average daily traffic (ADT) of less than 1,000, including 7 with ADT less than 400. General FRP composite bridge geometry and preliminary field responses are presented as are some of the preliminary construction specifications and cost data of FRP composite bridges built on low-volume roads in West Virginia

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference9 articles.

1. VedamV. R. Characterization of Composite Material Bridge. Master’s thesis. West Virginia University, Morgantown, 1997.

2. OverbyN. Analysis and Design of Modular FRP Composite Bridge Deck. Master’s thesis. West Virginia University, Morgantown, 1998.

3. Performance Evaluation of Jointless Bridges

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