Technical Papers
Jun 23, 2014

Monotonic and Cyclic Compression Tests on Concrete Confined with PET-FRP

Publication: Journal of Composites for Construction
Volume 19, Issue 1

Abstract

Given developments in the construction material industry, existing knowledge of concrete confined with fiber-reinforced polymer (FRP) must be validated for newly developed FRP-type materials. Polyethylene terephthalate (PET), which has a high ultimate tensile strain, is a relatively new type of fiber. Given the limited number of studies on PET-FRP, the goal of this study is to observe and define the mechanical behavior of PET-FRP-confined concrete specimens subjected to monotonic/cyclic compression loading. In this study, the behavior of concrete confined with PET-FRP is compared with the behavior of concrete confined with other types of FRP. The general form of the compression stress-strain relationship of PET-FRP-confined concrete consists of two parts that are connected with a transition part, which is similar to concrete confined with other FRP types. Additionally, to understand whether available models are able to predict the compressive behavior of PET-FRP-confined concrete, the predictions from four models are compared with the corresponding test results. The results indicate that the compression stress–axial strain relationship of PET-confined concrete is not predicted in a sufficient manner using the four models.

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Acknowledgments

The author would like to express her appreciation to Maeda Kosen Co. Ltd.-Japan and Mr. Nakai Hiroshi for providing the confinement material. The author is also thankful to Prof. Dr. Alper Ilki for his comments on the paper and to Korhan Deniz Dalgic, Saeid Hajihosseynlou, Amin Nasrinpour, and Gorkem Dalgic for their assistance during the tests.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 19Issue 1February 2015

History

Received: Aug 21, 2013
Accepted: Mar 25, 2014
Published online: Jun 23, 2014
Discussion open until: Nov 23, 2014
Published in print: Feb 1, 2015

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Authors

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Medine Ispir [email protected]
Dept. of Civil Engineering, Istanbul Technical Univ., Istanbul 34469, Turkey. E-mail: [email protected]; [email protected]

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