东北大学学报(自然科学版) ›› 2013, Vol. 34 ›› Issue (7): 1049-1052.DOI: -

• 资源与土木工程 • 上一篇    下一篇

GFRP管高强混凝土空心柱轴压试验研究

张霓,王连广,温建萍   

  1. (东北大学资源与土木工程学院,辽宁沈阳110819)
  • 收稿日期:2012-11-06 修回日期:2012-11-06 出版日期:2013-07-15 发布日期:2013-12-31
  • 通讯作者: 张霓
  • 作者简介:张霓(1985-),女,山东威海人,东北大学博士研究生;王连广(1964-),男,辽宁鞍山人,东北大学教授,博士生导师.
  • 基金资助:
    教育部高等学校博士学科点专项科研基金资助项目(20090145012).

Experiment Research on High Strength ConcreteFilled Double Skin Hollow Composite Columns Under Axially Loading

ZHANG Ni, WANG Lianguang, WEN Jianping   

  1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China.
  • Received:2012-11-06 Revised:2012-11-06 Online:2013-07-15 Published:2013-12-31
  • Contact: ZHANG Ni
  • About author:-
  • Supported by:
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摘要: 为研究GFRP管高强混凝土短柱的轴心受压性能,进行了4根不同截面组合柱的轴心受压试验,主要研究其工作机理和破坏形态.试验结果表明:在荷载作用初期,组合柱GFRP管对混凝土没有约束作用,随着荷载作用增加,GFRP管表面出现白纹和轻微的响声;在极限状态时,GFRP管被拉断,并伴随巨大的响声.GFRP管-高强混凝土-钢管组合柱的承载力比GFRP管-高强混凝土-GFRP管组合柱高37%左右.采用统一理论法建立组合柱的轴压承载力计算公式,理论计算结果与试验结果吻合良好.

关键词: GFRP管, 高强混凝土, 钢管, 空心组合柱, 轴心受压

Abstract: To investigate the axial compression performance for the GFRP high strength concrete short columns, four composite columns with different cross sections were tested under axial compressive load so as to understand the working mechanism and failure mode. The results showed that, in the early stage of the load, the combination column GFRP tube is not bound on the concrete. As the load increases, the GFRP tube surface appears white streaks and a slight noise is noted. In the limit state, the GFRP tube is pulled off accompanying with a huge sound. The carrying capacity of the GFRP tubehigh strength concretethe steel tube composite column is about 37% higher than that of the GFRP tubehigh strength concreteGFRP tube composite column. In the foundation of uniform theory, the formula of ultimate bearing capacity is established, and the theoretical calculations are in good agreement with the experimental results.

Key words: GFRP tube, high strength concrete, steel tube, doubleskin tubular, axial compression

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