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What is Axial Load Behavior of FRP-Confined Columns about?

This document summarizes an experimental study on the axial load behavior of large-scale rectangular concrete columns confined with FRP composites. Three large reinforced concrete columns with dimensions of 355x355mm and 250x500mm were constructed and tested. The effects of aspect ratio, fiber thickness, and corner radius were examined. Test results showed that the confined concrete columns failed due to fracture of the FRP near the rounded corners. The FRP-confined columns achieved strength increases of 1.

Author

Tarique

Language

EN