EXPERIMENTAL STUDY ON HRBF500 AND FIBER REINFORCED CEMENTITIOUS COMPOSITES HOLLOW COLUMNS UNDER ECCENTRIC LOADING

Yao Shan; Kong Cuiwei; Zhang Jiwen

doi:10.13204/j.gyjz201211006

Volume 42 Issue 11

Dec. 2014

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Yao Shan, Kong Cuiwei, Zhang Jiwen. EXPERIMENTAL STUDY ON HRBF500 AND FIBER REINFORCED CEMENTITIOUS COMPOSITES HOLLOW COLUMNS UNDER ECCENTRIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 27-31. doi: 10.13204/j.gyjz201211006

Citation:

Yao Shan, Kong Cuiwei, Zhang Jiwen. EXPERIMENTAL STUDY ON HRBF500 AND FIBER REINFORCED CEMENTITIOUS COMPOSITES HOLLOW COLUMNS UNDER ECCENTRIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 27-31. doi: 10.13204/j.gyjz201211006

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EXPERIMENTAL STUDY ON HRBF500 AND FIBER REINFORCED CEMENTITIOUS COMPOSITES HOLLOW COLUMNS UNDER ECCENTRIC LOADING

doi: 10.13204/j.gyjz201211006

1.
1. Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. Nantong Institute of Planning and Design Co.Ltd,Nantong 226000,China;
3.
3. Lanzhou Air Force Prospect and Design Institute,Lanzhou 730020,China

Rev Recd Date: 2011-12-01
Publish Date: 2012-11-20

Abstract

Abstract

Eight HRBF500 and fiber reinforced cementitious composites hollow columns under eccentric loading were tested to study the effects of experimental parameters,such as eccentricity distance,reinforcement ratio and fiber types,the load-deflection curves,the load-strain curves of the steel bar,the load-strain curves of the cementitious materials and failure characters;and the plane cross-section assumption was verified．The results showed that HRBF500 and fiber reinforced cementitious composites hollow columns had good deformation capacity and high bearing capacity under eccentric loads．Their design method was generally consistent with normal high strength concrete columns,satisfying the requirements of current code GB 50010－2010．
- HRBF500,
- fiber reinforced cementitious composites (FRC ),
- hollow columns,
- monotonous eccentric compression

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References(4)

References

[2] 王全凤，沈章春，黄奕辉，等.HRB500 级高强钢筋混凝土柱偏压试验研究[J].工业建筑，2009，39(7): 83－86.

GB 500102010 混凝土结构设计规范[S].

[3] 刘立新，李洪彦，张艳丽，等.500MPa 级钢筋混凝土偏心受压柱受力性能的试验研究[J].郑州大学学报: 工学版，2007，28(2): 30－34.

[4] 孔崔巍.超细晶钢筋增强FRCC 柱受压性能试验研究[D].南京: 东南大学，2010: 56－58．

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