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Table 14 The calculated elastic-plastic buckling loads for the sphere under external pressure

From: Modeling elastic-plastic buckling of sandwich axisymmetric shells: on the limits of "shell" models and analytical solutions

Overall

β

COQMULT

 

QUA8

 

Plasticity ratio

thickness

 

P crit plast

P crit plast P E

P crit plast

P crit etan P E

QUA8/

(mm)

 

(MPa)

 

(MPa)

 

COQMULT

3

0.0001

0.80

0.46

0.08

0.14

0.1

3

0.01

0.8

0.46

0.77

0.47

0.96

3

1.

1.17

0.54

1.16

0.53

0.99

11

0.0001

0.80

0.096

0.095

0.148

0.12

11

0.01

0.836

0.098

0.833

0.11

1.0

11

1.

4.4

0.15

4.39

0.15

1.

51

0.0001

0.802

0.02

0.018

0.021

0.023

51

0.01

1.0

0.022

0.98

0.025

0.98

51

1.

20.4

0.033

19.8

0.034

0.97