Affiliation:
1. Halcrow Special Structures Division
Abstract
The buckling resistance of orthogonally stiffened cylinders is investigated for elastic
critical buckling and non-linear elasto-plastic buckling tests. The effects of residual stresses arising
from cold forming the cylinder and welding frame components are considered in the analysis of two
stiffened cylinder models with similar material weights and different geometric spacings. A static
axial load is applied to the models to represent loading from the supported structure followed by a
non-linear elasto-plastic buckling step representing a wave loading combined with hydrostatic
pressure, producing large displacement compartment buckling. Residual stress is shown to cause a
reduction in buckling resistance of approximately 25% in the stiffened cylinder segments.
Publisher
Trans Tech Publications, Ltd.
Cited by
7 articles.
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