Cantilever steel post damaged by wind

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An analysis for the cause of fracture failure of a cantilever steel sign post damaged by wind has been carried out. An unusual cause of failure has been identified, which is the subject of this paper. Microscopy and microanalysis of the fracture surface showed that the failure was due to pre-existing cracks, from the fabrication of the post. This conclusion was reached after detecting and analysing a galvanised layer on the fracture surfaces.
Original languageEnglish
Pages (from-to)162–168
Number of pages7
JournalCase Studies in Engineering Failure Analysis
Issue number2
Early online date16 Sep 2014
Publication statusPublished - Oct 2014


  • Structural steel
  • Cracks
  • fracture
  • Metallurgical failure analysis
  • Surface layers


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