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Axisymmetric bending and buckling analysis of thick functionally graded circular plates using unconstrained third-order shear deformation plate theory

Author(s):


Medium: journal article
Language(s): English
Published in: Composite Structures, , n. 1, v. 89
Page(s): 110-119
DOI: 10.1016/j.compstruct.2008.07.003
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.compstruct.2008.07.003.
  • About this
    data sheet
  • Reference-ID
    10456691
  • Published on:
    23/10/2020
  • Last updated on:
    23/10/2020
 
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