General solution of the overall bending of flexible circular ring shells with moderately slender ratio and applications to the bellows. IV: Calculation for U-shaped bellows
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Publication:1397646
DOI10.1007/BF02437664zbMath1143.74341OpenAlexW4235286898MaRDI QIDQ1397646
Publication date: 7 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/bf02437664
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Cites Work
- Perturbation initial parameter method for solving the geometrical nonlinear problem of axisymmetrical shells
- On the problem of axisymmetrically loaded shells of revolution with small elastic strains and arbitrarily large axial deflections
- General solution for \(U\)-shaped bellows overall-bending problems
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