Behaviour of welded T-end connection to rectangular hollow section (RHS) in axial tension

Research output: Contribution to journalArticle

18 Downloads (Pure)
Original languageEnglish
Pages (from-to)447-453
JournalJournal of Constructional Steel Research
Volume64
Issue number4
DOIs
Publication statusPublished - Apr 2008

Keywords

  • connection
  • hollow section
  • cap plate
  • strength
  • modes of failure

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