Confinement Model of Concrete with Externally Bonded FRP Jackets or Posttensioned FRP Shells

A design-oriented confinement model for square and rectangular columns confined with bonded fiber-reinforced polymer (FRP) jackets, and shape-modified square and rectangular sections confined with posttensioned FRP shells is developed. The proposed design model for FRP-confined concrete columns is based on the bilinear four-parameter formulation by Richard and Abbott. The axial compressive strength of FRP-confined concrete is obtained using concrete plasticity theory based on the five parameter Willam and Warnke model. The ultimate axial strain of FRP-confined concrete is obtained from a strain-based approach depending on either passive or active confinement; the ultimate axial strain is based on the concepts of secant concrete modulus and strain dependent stiffness established by Pantazopoulou and Mills. Comparisons of the proposed stress-strain model with uniaxial compression experiments for columns with bonded FRP jackets or posttensioned FRP shells, performed by the writers and other researchers, show satisfactory agreement for the entire stress-strain curve.

  • Availability:
  • Supplemental Notes:
    • Abstract reprinted with permission from the American Society of Civil Engineers
  • Authors:
    • Pantelides, Chris P
    • Yan, Zihan
  • Publication Date: 2007-9

Language

  • English

Media Info

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Filing Info

  • Accession Number: 01076524
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Sep 21 2007 1:54PM