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Limit analysis of cylindrical shells
Load carrying capacity of circular cylindrical shells simply supported at both ends and subjected to axisymmetric hydrostatic load; shell material is assumed to obey inscribing hexagonal approximation to Tresca yield curve for axisymmetrical bending of cylindrical shells with zero end load; values of limit loads are plotted against wide range of shell parameter; for long shells, curve is shown to be asymptotic to limit load given by membrane analysis.
Limit analysis of cylindrical shells
Load carrying capacity of circular cylindrical shells simply supported at both ends and subjected to axisymmetric hydrostatic load; shell material is assumed to obey inscribing hexagonal approximation to Tresca yield curve for axisymmetrical bending of cylindrical shells with zero end load; values of limit loads are plotted against wide range of shell parameter; for long shells, curve is shown to be asymptotic to limit load given by membrane analysis.
Limit analysis of cylindrical shells
ASCE -- Proc (J Eng Mechanics Div)
Ball, R.E. (author) / Lee, S.L. (author)
1963
24 pages
Article (Journal)
English
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