Sensitivity of buckling loads of anisotropic shells of revolution to geometric imperfections and design changes

DOI10.1016/0045-7949(89)90283-6zbMath0687.73058OpenAlexW2007771803MaRDI QIDQ4206461

Raphael T. Haftka, Gerald A. Cohen

Publication date: 1989

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(89)90283-6

zbMATH Keywords

cylindrical panelsaxial compressionorthotropicantisymmetric angle-ply cylindrical panelsBuckling load sensitivity calculationscomplete cylindrical shells in torsionedge sheareffect of stiffness changesKoiter's initial postbuckling theoryshell-of-revolution program FASOR

Mathematics Subject Classification ID

Related Items (2)

Postbuckling behavior and imperfection sensitivity of elastic structures by the Lyapunov-Schmidt-Koiter approach ⋮ A perturbation method for the determination of the buckling strength of imperfection-sensitive structures

Uses Software

• FASOR

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