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Novel Imperfection Method for Post-Buckling Strength of C-Sectioned CFS Members

Research output: Contribution to journalArticlepeer-review

Abstract

The overall behavior of cold-formed steel (CFS) members is significantly affected from existing geometric imperfections. In this work, a mode shape-based imperfection coefficient computation method is developed to investigate the effects of initial geometric imperfections on member behavior. The point clouds of CFS members are collected and used to extract imperfection distributions and coefficients. The computed coefficients are integrated into the numerical model for analysis. Finally, axial loading tests are conducted to compare the numerical and experimental results. The results obtained using mode shape-based imperfection coefficients are generally closer to the experimental results than the common method used in practice.

Original languageEnglish
Article number750
Pages (from-to)29-52
Number of pages24
JournalTurkish Journal of Civil Engineering
Volume34
Issue number6
DOIs
Publication statusPublished - 1 Nov 2023

Keywords

  • 3D scanning
  • Cold-formed steel members
  • automated deviation detection
  • column tests
  • effects of initial geometric imperfections
  • finite element analysis
  • geometric imperfection detection

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