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- W2368326759 abstract "In order to analyze the pressure-bearing capacity of spherical shells,the equilibrium equation of a spherical cap subjected to hydrostatic pressure may be obtained on the basis of the plate large-deflection equation,assuming that a symmetrical spherical-cap type of initial bending deformation occurs on a plate. This equation can be simplified to the equilibrium equation of the elastic foundation beam subjected to the lateral and axial loads. Through the buckling of the elastic foundation beam,the relationship between the ultimate strength of the spherical hull at a loss of the elastic-plastic stability and the critical stress of a pressure bar can be established. Based on the stressstrain curve of the material,the method of the tangent modulus theory may be improved,and the improved algorithm is more simplified and standardized. When comparing the large number of experimental results with the calculation data,this method based on the elastic foundation beam theory proves to have a higher quality of accurateness,and this method can be applied to calculating the ultimate strength of spherical hulls under pressure." @default.
- W2368326759 created "2016-06-24" @default.
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- W2368326759 date "2014-01-01" @default.
- W2368326759 modified "2023-09-28" @default.
- W2368326759 title "Analysis of the pressure-bearing capacity of spherical hulls using the elastic foundation beam theory" @default.
- W2368326759 hasPublicationYear "2014" @default.
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