Postbuckling of stiffened panels using strut, strip, and finite element methods
Postbuckling results are presented for isotropic stiffened panels loaded in compression. Comparisons are made between single-bay and double-bay nite element (FE) models (where “bay” denotes a repeating portion, between supports, in the load/length direction) and a new strut model, following a Shanle...
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Main Authors: | M. Lillico, R. Butler, G.W. Hunt, Andrew Watson, David Kennedy |
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Format: | Default Article |
Published: |
2003
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Subjects: | |
Online Access: | https://hdl.handle.net/2134/8902 |
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