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Table 4 Buckling under combined loading: characteristics of the cylinders and experimental 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

Specimen

h (μm)

E (GPa)

\(P_{exp}\) (MPa)

\(P_{exp}\) (N)

\(P_E\) (MPa)

\(F_E\) (N)

Load ratio \(\frac{F P_{E}}{F_{E} P}\)

A1

150

163

0.021

0.000

0.0213

14,111

0

A7

142

150

0.015

2000

0.0173

11,718

4

A8

145

163

0.016

4500

0.0197

13,276

8

A9

138

159

0.0131

3900

0.0171

11,737

8

A10

148

155

0.012

6700

0.0197

13,150

16

A11

139

156

0.0075

6800

0.0171

11,681

26

A12

148

155

0.0078

7200

0.0197

13,150

26

A13

137

160

0.0045

7800

0.0169

11,643

50

A5

150

163

0.000

11,000

0.0214

14,193

\(\infty\)