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A geometrically nonlinear finite element formulation for buckling analysis of shear deformable angle-ply composite beam-type structures

Author(s):
ORCID

Medium: journal article
Language(s): English
Published in: Computers & Structures, , v. 301
Page(s): 107427
DOI: 10.1016/j.compstruc.2024.107427
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.compstruc.2024.107427.
  • About this
    data sheet
  • Reference-ID
    10786111
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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