Axial and Flexural Performance of Concrete Piles Prestressed with CFRP Tendons

摘要

This paper presents the results of a study on the axial and flexural performance of fully bonded FRP prestressed members such as those used in foundations of highway bridges. Two piles were constructed for this project. One was tested in the laboratory to evaluate flexural performance. The other was driven in the field and then tested under flexural loading. The response of each of the piles was according to expectations. The testing and its results are described.