• Title of article

    External reinforcement of high strength concrete columns

  • Author/Authors

    M.N.S. Hadi، نويسنده , , J. Li، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2004
  • Pages
    9
  • From page
    279
  • To page
    287
  • Abstract
    With the technology development on the compressive strength of concrete over the years, the use of high strength concrete has proved most popular in terms of economy, superior strength, stiffness and durability due to many advantages it could offer. However, strength and ductility are inversely proportional [J. Mater. Civil Eng. 11 (1999) 21]. High strength concrete is a brittle material causing failure to be quite sudden and `explosiveʹ under loads. It is also known that structural concrete columns axially compressed rarely occur in practice. The stress concentrations caused by the eccentric loading further reduce the strength and ductility of high strength concrete. Therefore, studies for high strength concrete columns under eccentric loading are essential for the practical use. This paper experimentally investigates a number of high strength concrete columns that are externally reinforced with galvanised steel straps and fibre-reinforced polymers subjected to concentric and eccentric loading. The experimental results show that external reinforcement can enhance the properties of high strength concrete columns.
  • Keywords
    Eccentric loading , Columns , External reinforcement , Galvanised steel straps , High strength concrete , Fibre reinforced polymers
  • Journal title
    COMPOSITE STRUCTURES
  • Serial Year
    2004
  • Journal title
    COMPOSITE STRUCTURES
  • Record number

    1340133