Abstract:The post-buckling path for a cylindrical shell under compressive radial pressure is unstable. The effect of modification of the post-buckling behaviour is in most cases obtained by changing sizing variables, which are usually dimensions of the design element. In this article an alternative concept is applied, namely stabilization of the post-buckling path for a simply supported cylindrical shell under radial compressive pressure is obtained by application of additional loadings acting on the structure without … Show more
“…So, drawing a far post-buckling path is more difficult for a thin and a long shell. These graphs are very similar to those obtained by Król et al [24].…”
Section: Reference Cylindrical Shellsupporting
confidence: 89%
“…Król et al, [24] presented results for shells loaded by radial compressive pressure. Krużelecki and Trybuła [25] presented results for shells loaded by torsion.…”
“…So, drawing a far post-buckling path is more difficult for a thin and a long shell. These graphs are very similar to those obtained by Król et al [24].…”
Section: Reference Cylindrical Shellsupporting
confidence: 89%
“…Król et al, [24] presented results for shells loaded by radial compressive pressure. Krużelecki and Trybuła [25] presented results for shells loaded by torsion.…”
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