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Exploring the constancy of the global buckling load after a critical geometric imperfection level in thin-walled cylindrical shells for less conservative knock-down factors

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.tws.2013.06.016.
  • About this
    data sheet
  • Reference-ID
    10781992
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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