Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A new formulation for spherical cap strain-displacement relations including initial imperfections is adopted which is based on Donnell-type nonlinear cylindrical shell theory. A series of runs was made to determine the asymmetric buckling pressures for the spherical caps with 90-deg pieshaped imperfection segments. Results obtained for deflection response values of 6 and 8 are indeed lower than those obtained previously. (Author)
A new formulation for spherical cap strain-displacement relations including initial imperfections is adopted which is based on Donnell-type nonlinear cylindrical shell theory. A series of runs was made to determine the asymmetric buckling pressures for the spherical caps with 90-deg pieshaped imperfection segments. Results obtained for deflection response values of 6 and 8 are indeed lower than those obtained previously. (Author)
A Note on Buckling of Spherical Caps with Initial Asymmetric Imperfections
R. Kao (Autor:in)
1971
18 pages
Report
Keine Angabe
Englisch
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