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The presented analytical method can be easily extended to non-periodically stiffened cylinders with different types, shapes and orientations of the stiffeners etc.
The plate and the stiffeners are treated separately.
The plate and the stiffeners have displacements in three dimensions.
Rules for dimensioning of the stiffeners are also proposed.
The effect of the stiffeners has been suitably incorporated.
The stiffeners are idealized as line attachments capable of exerting line forces which relate to the stiffeners and the shell.
Similar(7)
The ring stiffeners have a better strengthening effect than the radial stiffeners.
Global instability and local buckling are both well restricted by the hierarchical stiffeners.
Global instability and local buckling are well restricted by the hierarchical stiffeners.
Further improvement is found when the longitudinal stiffeners of different sectional size are employed.
To improve predictions, the parallel stiffeners are taken into account in this paper.
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