Finite element displacement perturbation method for geometric nonlinear behaviors of shells of revolution overall bending in a meridional plane and application to bellows. I.
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Publication:1400083
DOI10.1007/BF02438377zbMath1143.74381OpenAlexW3148407539MaRDI QIDQ1400083
Publication date: 13 August 2003
Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/bf02438377
finite element methodgeometrical nonlinearityperturbation techniqueshell of revolutionbellowsdeflection by lateral force
Cites Work
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- Perturbation initial parameter method for solving the geometrical nonlinear problem of axisymmetrical shells
- Large deflection of circular plate under compound load
- The calculation of semi-circular corrugatd tubes - An application of the general solution for ring shells
- General solution for \(U\)-shaped bellows overall-bending problems
- Complex equations of flexible circular ring shells overall-bending in a meridian plane and general solution for the slender ring shells
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