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Table 6 Perfect cylinders: experimental and calculated buckling loads

From: ASTER Shell: a simple concept to significantly increase the plastic buckling strength of short cylinders subjected to combined external pressure and axial compression

External pressure

A1

A2

A3

A4

\(P_{exp}\)

0.021

0.019

0.020

0.0223

Fourier mode \(n_{exp}\)

11

10

11

11

\(\frac{P_{exp}}{P_{E}}\)

0.986

0.931

0.900

0.982

Fourier mode \(n_{E}\)

11

11

11

11

\(\frac{P_{exp}}{P_{NL}}\)

0.991

0.920

0.900

0.982

\(\frac{P_{exp}}{P_{NLP}}\)

0.991

0.920

0.900

0.982

Axial compression

A5

A6

\(F_{exp}\)

11,000

9275

Fourier mode \(n_{exp}\)

11

12

\(\frac{F_{exp}}{F_{E}}\)

0.775

0.707

Fourier mode \(n_{E}\)

2–15

2–15

\(\frac{F_{exp}}{F_{NL}}\)

0.648

0.708

\(\frac{F_{exp}}{P_{NLP}}\)

1.01

0.919