Frame analysis and design of industrial rack structures with perforated cold-formed steel columns

Si Wei Liu, Teoman Pekoz, Wen Long Gao, Ronald D. Ziemian, James Crews

Research output: Journal article publicationJournal articleAcademic researchpeer-review

1 Citation (Scopus)

Abstract

Thin-walled perforated singly symmetric open-section columns and braces are commonly used in industrial storage rack structures. They are difficult to analyze accurately because the shear center and centroid do not coincide and the complex buckling modes are involved. This paper explores the application of the newly extended MASTAN2-v5 program to analyze rack frames, using the advanced line-finite element formulations that capture the global buckling modes. Modeling of perforations on the columns is explored, and the refined buckling strength equations are proposed for considering local and distortional buckling. Finally, validation examples and case studies for multistory pallet racks are given.

Original languageEnglish
Article number107755
JournalThin-Walled Structures
Volume163
DOIs
Publication statusPublished - Jun 2021

Keywords

  • Buckling
  • Frame analysis
  • Mastan2
  • Rack structures
  • Wagner's effects

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanical Engineering

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