File - Field Installation-Splicing and Flexural Testing of Hybrid FRP-Concrete Piles.pdf
Description
Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) are becoming increasingly popular in pile applications. An experimental program was undertaken to address the drivability and effect of driving forces on CFFT piles as well as the use of splices. In this program, four full-scale piles, 357 mm in diameter, and 13.7 m long, including a spliced pile, were driven into the ground and then extracted. The piles were cut into 6 m portions that were used for beam tests on spliced and unspliced specimens and 0.3 m portions used for material characterization of the FRP tube and push-off tests to evaluate the bond strength between the concrete core and FRP tube. Test results were compared to those of control specimens, which were not subjected to driving forces. In total, six beam tests, 28 push-off tests and 54 tension coupon tests were conducted.
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1	7	admin	Jun 26, 2010 - 22:44		4.73MB	PDF	No Votes, out of 0 Votes.
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