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GFRP约束砼圆柱试验研究
引用本文:杨庆国,易志坚,何小兵,马银华.GFRP约束砼圆柱试验研究[J].重庆交通大学学报(自然科学版),2005,24(6):40-43.
作者姓名:杨庆国  易志坚  何小兵  马银华
作者单位:重庆交通学院,土木建筑学院,重庆,400074;重庆交通学院,土木建筑学院,重庆,400074;重庆交通学院,土木建筑学院,重庆,400074;重庆交通学院,土木建筑学院,重庆,400074
摘    要:传统的砼受压构件中采用配置箍筋的方法来达到对砼约束的目的.本文对玻璃纤维增强塑料(GlassFiberRe inforcedPlastics,简称GFRP)约束砼圆柱的力学性能进行了分析和试验研究,并与普通砼圆柱进行了对比.

关 键 词:玻璃纤维增强塑料  约束砼  圆柱  轴向荷载
文章编号:1001-716X(2005)06-0040-04
修稿时间:2004年12月2日

Experimental study about short concrete column limited with GFRP
Yang Qing-Guo,YI Zhi-jian,HE Xiao-bing,MA Yin-hua.Experimental study about short concrete column limited with GFRP[J].Journal of Chongqing Jiaotong University,2005,24(6):40-43.
Authors:Yang Qing-Guo  YI Zhi-jian  HE Xiao-bing  MA Yin-hua
Abstract: Glass Fiber Reinforced Plastics(GFRP), a new kind of engineering material is widely used in civil engineering to strengthen old structures. The article studies the performances of short concrete column limited with GFRP under axial load in lab and compares them with that of short common concrete column and concrete column with spiral reinforcement. Experiments show that under axial load the short concrete column limited with CFRP has an amazingly higher lording capacity. The article is helpful to use the concrete column limited with CFRP and strengthen old column with CFRP.
Keywords:CFRP  limited concrete  short column  axial load
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