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Stability of cylindrical shells with hemispherical bottoms under external pressure
Critical buckling pressures for containment vessel were determined for various rigidity coefficients of cylinder expressed in terms of length-to-radius ratio; effect of ratio of cylinder wall thickness to hemispherical bottom wall thickness was examined; equation of second order of potential energy of shell stability was solved by Ritz method; semiempirical formula was established based on results obtained.
Stability of cylindrical shells with hemispherical bottoms under external pressure
Critical buckling pressures for containment vessel were determined for various rigidity coefficients of cylinder expressed in terms of length-to-radius ratio; effect of ratio of cylinder wall thickness to hemispherical bottom wall thickness was examined; equation of second order of potential energy of shell stability was solved by Ritz method; semiempirical formula was established based on results obtained.
Stability of cylindrical shells with hemispherical bottoms under external pressure
Zur Stabilitaet zylindrischer Behaelter mit Halbkugelboeden unter Aussendruck
Machnig, O. (author) / Handge, P. (author)
Stahlbau ; 34
1965
5 pages
Article (Journal)
German
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