Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 1 - mechanical properties of FRP piles.
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2014-10-01
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Abstract:The overall goal of this project is the experimental evaluation and design of unfilled and concrete-filled FRP
composite piles for load-bearing in bridges. This report covers Task 1, Mechanical Properties of FRP Piles.
Mechanical and geotechnical properties of fiber reinforced polymer (FRP) piles driven at the Richmond-Dresden
Bridge Site (Maine DOT PIN 12674) in August 2013 were determined using coupon level tests. These properties will
be used to evaluate the behavior of FRP piles in load bearing applications.
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