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Failure mechanism of fiber-reinforced polymer-confined concrete column with initial defects

  • Ying Xu
  • , Chengyin Liu*
  • , Lei Chai
  • , Miaomiao Lu
  • , Congcong Luo
  • *Corresponding author for this work
  • Harbin Institute of Technology Shenzhen
  • Country Garden

Research output: Contribution to journalArticlepeer-review

Abstract

The effect of initial defect size on the mechanical behavior and failure mode of carbon fiber-reinforced polymer- confined concrete column was investigated through theoretical analysis, finite element software simulation and experiment validation. Qualitative theoretical analysis was firstly explored to study the effect of initial defect size on the mechanical behavior of confined concrete column from macro to micro perspective. Numerical simulations and experimental investigation were then carried out and compared to investigate the mechanical behavior of carbon fiber-reinforced polymer-confined concrete column with initial defects under axial compression and eccentric compression. The variation of defect criticality was investigated by varying the layer number of carbon fiber-reinforced polymer and cross-section size of concrete columns. The effect of initial defect size on the failure mode of carbon fiber-reinforced polymer-confined concrete column was finally demonstrated.

Original languageEnglish
Pages (from-to)2887-2897
Number of pages11
JournalJournal of Composite Materials
Volume52
Issue number21
DOIs
StatePublished - 1 Sep 2018
Externally publishedYes

Keywords

  • Carbon fiber-reinforced polymer
  • concrete column
  • critical defect size
  • finite element analysis
  • initial defect

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