Geometrically nonlinear pre-buckling state of anisotropic cylinders

DOI10.1007/BF00888181zbMath0605.73039OpenAlexW2082239034MaRDI QIDQ3742824

R. B. Rikards, A. K. Chate

Publication date: 1985

Published in: Soviet Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00888181

zbMATH Keywords

algorithmsprinciple of minimum potential energysecond variationtriangularexternal pressuregeometrically nonlinear analysisnonlinear deformationisoparametric36 degrees of freedommatrix secant and tangential rigiditiesmultilayered cylindrical panel shellssecond-order finite elementtransversely isotropic, pinched-profile cylindrical paneluniform vertical load

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Shells (74K25) Membranes (74K15)

Cites Work

• A general finite element model for shells of arbitrary geometry
• A comparison of lagrangian and serendipity mindlin plate elements for free vibration analysis
• A Twelvth Order Theory of Transverse Bending of Transversely Isotropic Plates
• Recent advances in reduction methods for nonlinear problems
• Large deformation analysis of laminated shells by ftnife element method
• A finite element method for the free vibration of plates allowing for transverse shear deformation
• Solution techniques for non−linear finite element problems

This page was built for publication: Geometrically nonlinear pre-buckling state of anisotropic cylinders