中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2004, Vol. 23 ›› Issue (4): 12-15.

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Experimental study about short concrete column limited with CFRP under axial load

YANG Qing-guo ,  YI Zhi-jian ,  ZHOU  Chao   

  1. School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2003-10-31 Revised:2003-11-20 Online:2004-08-15 Published:2015-05-18

CFRP约束砼短柱轴心受压状态下的试验研究

杨庆国,易志坚,周超   

  1. 重庆交通学院土木建筑学院,重庆400074
  • 作者简介:杨庆国(1969—),男,河南洛阳人,讲师,博士生,从事工程力学、道路、桥梁教学研究
  • 基金资助:
    国家自然科学基金项目(50278102)资助

Abstract: Carbon Fiber Reinforced Plastics (CFRP), 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 CFRP 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

Key words: CFRP, limited concrete, short column, axial load

摘要: 碳纤维增强塑料(CarbonFiberReinforcedPlastics),简称CFRP,是一种新型的工程建筑材料,目前在土建工程中 运用十分广泛.笔者对CFRP约束砼短柱在轴心受压状态下的力学性能进行了试验研究,并和普通砼短柱、普通螺 旋箍筋短柱的力学性能进行了对比,对比试验表明:CFRP约束砼柱在轴心受压情况下,可以大大提高构件的承载 能力.在工程中采用约束砼柱这一结构新形式和利用CFRP加固旧砼柱具有一定的参考价值

关键词: 碳纤维增强塑料(CFRP), 约束砼, 短柱, 轴心受压

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