Importance of the flexural and membrane stiffnesses in large deflection analysis of floating roofs

DOI10.1016/J.APM.2009.11.008zbMath1195.74105OpenAlexW2076601351WikidataQ58483310 ScholiaQ58483310MaRDI QIDQ1957318

Yanyan Li

Publication date: 25 September 2010

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2009.11.008

zbMATH Keywords

variational principlelarge deflectionfloating roof

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Plates (74K20) Numerical solution of boundary value problems involving ordinary differential equations (65L10)

Related Items (3)

An extended sequential limit analysis based on moving coordinates for pressurized spherical cap membranes with large shape change ⋮ Elastodynamic analysis of a thin layer bonded on a visco-elastic medium under combined in-plane and lateral pulse loads ⋮ Large deflection analysis of floating roofs subjected to earthquake ground motions

Cites Work

• Ponding on floating membranes.
• Nonlinear Vibrations and Stability of Shells and Plates

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