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

被引:0
|
作者
Zhang, Yunfeng [1 ]
Liu, Shoukang [1 ]
Zhao, Dewang [1 ]
机构
[1] Northeast Petr Univ, Heilongjiang Key Lab Disaster Prevent Mitigat & P, Daqing 163318, Heilongjiang, Peoples R China
关键词
GFRP tubes; pipe diameter; reinforced concrete columns; axial compression; JACKETS;
D O I
10.4028/www.scientific.net/AMM.204-208.972
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
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.
引用
收藏
页码:972 / 977
页数:6
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