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Table 15 Comparison of the estimated elastic-plastic buckling loads for the 51 mm-thick sphere under external pressure

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

β

COQMULT

 

QUA8

  
 

P etan plast

P incr max

P etan plas

P flow plas

P incr max

 

MPa

MPa

MPA

MPa

MPa

0.0001

0.802

0.803

0.018

0.555

0.56

0.01

1.0

1.07

0.98

1.02

1.42

1.

20.4

20.5

19.8

20.44

33.7