The orthotropic cylindrical shells buckling under axial compression is studied. It is supposed that the shell stiffness in the transversal direction is essentially smaller than that in the tangential directions. Under this assumption the transversal shear influence is estimated. The transversal isotropic one and the shell reinforced by fibers are examined as examples.

Original languageRussian
Pages (from-to)58-67
Number of pages10
JournalVestnik Sankt-Peterburgskogo Universiteta. Ser 1. Matematika Mekhanika Astronomiya
Issue number4
StatePublished - 2004

    Scopus subject areas

  • Mathematics(all)
  • Physics and Astronomy(all)

ID: 9285970