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Volume 35 Issue 9
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2005  >  35(9): 20-23
Tao Zhong, Zhuang Jinping, Yu Qing. MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 20-23. doi: 10.13204/j.gyjz200509006
Citation: Tao Zhong, Zhuang Jinping, Yu Qing. MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 20-23. doi: 10.13204/j.gyjz200509006
shu

MECHANICAL BEHAVIOR OF STUB COLUMNS OF FRP-CONFINED CONCRETE-FILLED STEEL TUBES

doi: 10.13204/j.gyjz200509006
  • 1.

    1. College of Civil Engineering &Architecture,Fuzhou University Fuzhou 350002;

  • 2.

    2. Department of Construction Management,Tsinghua University Beijing 100084

  • Received Date: 2005-05-15
  • Publish Date: 2005-09-20
    Abstract
  • Nine tests on short concrete-filled steel tubes (CFST) were carried out,including six specimens wrapped by fiber reinforced polymers (FRP) and three unwrapped ones.The experimental parameters were sectional shape,section size and layers of FRP jackets.The test results demonstrated that,the FRP-confined concrete-filled steel tubular stub columns with circular sections have the merits of both FRP-confined concrete and CFST stub columns.A simple formula,which can be used for calculating bearing capacities of FRP-confined concrete-filled steel tubular stub columns with circular sections is established.
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    • References(8)
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