A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author)
1971
18 pages
Report
No indication
English
Nonsymmetrical snap buckling of spherical caps
| Engineering Index Backfile | 1962
Dynamic Thermal Buckling of Functionally Graded Spherical Caps
| Online Contents | 2008
Prediction of buckling loads based on experimentally measured initial imperfections
| Tema Archive | 1974
Nonlinear dynamic buckling of laminated angle-ply composite spherical caps
| British Library Online Contents | 2003