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Local buckling behaviour of Q690 high strength steel cold-formed round-ended oval hollow section stub columns under axial compression: Experimental investigation, numerical modelling and design

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.engstruct.2024.118683.
  • About this
    data sheet
  • Reference-ID
    10791136
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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