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Table 9 Buckling under combined loading: Euler loads and experimental ratios

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

Specimen

\(P_{E}\) (MPa)

\(F_{E}\) (N)

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

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

A1

0.0210

14,111

0.99

0.021

A7

0.01725

11,718

0.87

0.17

A8

0.01972

13,276

0.81

0.34

A9

0.01707

11,737

0.76

0.33

A10

0.01971

13,150

0.61

0.51

A11

0.01704

11,680

0.44

0.58

A12

0.01971

13,150

0.40

0.55

A13

0.0169

11,643

0.27

0.67

A5

0.0214

14,193

0.00

0.77