FRP Confinement of Heat-Damaged Circular RC Columns

被引:0
作者
Hanan Suliman Al-Nimry
Aseel Mohammad Ghanem
机构
[1] Jordan University of Science and Technology,Department of Civil Engineering
来源
International Journal of Concrete Structures and Materials | 2017年 / 11卷
关键词
RC columns; heat-damaged columns; repair; fiber reinforced polymers; confinement; CFRP; GFRP; axial strength; ductility;
D O I
暂无
中图分类号
学科分类号
摘要
To investigate the effectiveness of using fiber reinforced polymer (FRP) sheets in confining heat-damaged columns, 15 circular RC column specimens were tested under axial compression. The effects of heating duration, stiffness and thickness of the FRP wrapping sheets were examined. Two specimen groups, six each, were subjected to elevated temperatures of 500 °C for 2 and 3 h, respectively. Eight of the heat-damaged specimens were wrapped with unidirectional carbon and glass FRP sheets. Test results confirmed that elevated temperatures adversely affect the axial load resistance and stiffness of the columns while increasing their ductility and toughness. Full wrapping with FRP sheets increased the axial load capacity and toughness of the damaged columns. A single layer of the carbon sheets managed to restore the original axial resistance of the columns heated for 2 h yet, two layers were needed to restore the axial resistance of columns heated for 3 h. Glass FRP sheets were found to be less effective; using two layers of glass sheets managed to restore the axial load carrying capacity of columns heated for 2 h only. Confining the heat-damaged columns with FRP circumferential wraps failed in recovering the original axial stiffness of the columns. Test results confirmed that FRP-confining models adopted by international design guidelines should address the increased confinement efficiency in heat-damaged circular RC columns.
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页码:115 / 133
页数:18
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