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Advances in Civil Engineering
Volume 2012, Article ID 452987, 9 pages
Research Article

Behavior of FRP Link Slabs in Jointless Bridge Decks

Department of Civil Engineering, Louisiana Tech University, 600 West Arizona Avenue, Ruston, LA 71272, USA

Received 4 January 2012; Revised 23 March 2012; Accepted 24 March 2012

Academic Editor: Sami W. Tabsh

Copyright © 2012 Aziz Saber and Ashok Reddy Aleti. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


The paper investigated the use of fiberglass-reinforced plastic (FRP) grid for reinforcement in link slabs for jointless bridge decks. The design concept of link slab was examined based on the ductility of the fiberglass-reinforced plastic grid to accommodate bridge deck deformations. The implementation of hybrid simulation assisted in combining the experimental results and the theoretical work. The numerical analyses and the experimental work investigated the behavior of the link slab and confirmed its feasibility. The results indicated that the technique would allow simultaneous achievement of structural need, lower flexural stiffness of the link slab approaching the behavior of a hinge, and sustainability need of the link slab. The outcome of the study supports the contention that jointless concrete bridge decks may be designed and constructed with fiberglass-reinforced plastic grid link slabs. This concept would also provide a solution to a number of deterioration problems associated with bridge deck joints and can be used during new construction of bridge decks. The federal highway administration provided funds to Louisiana Department of Transportation through the innovative bridge research and development program to implement the use of FRP grid as link slab.