Experimental Research on the Effects of Pipe Diameter on Axial Compression Properties of GFRP Tubes Reinforced Concrete Column

Abstract:

Through the axial compression experiment of 9 GFRP tubes reinforced concrete columns, this paper analyzes the failure mode and loading-strain curves under different pipe diameter, and compares bearing capacity between the experimental data with FRP reinforced concrete and the calculated value without GFRP tubes reinforced concrete. he results show that the bearing capacity and ductility of GFRP tubes reinforced concrete column have improved, because of the restriction effect of FRP tubes. The confining ability of FRP tubes on concrete reduced for a certain thickness GFRP tubes constraint concrete short column, while the pipe diameter is increasing.

• Periodical: Applied Mechanics and Materials (Volumes 204-208)
• Pages: 972-977
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.204-208.972
• Online since: October 2012
• Authors: Yun Feng Zhang, Shou Kang Liu, De Wang Zhao
• Keywords: Axial Compression, GFRP Tubes, Pipe Diameter, Reinforced Concrete Column

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