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Table 7 The calculated linear external buckling pressure for the 3 cone angles and the 3 thicknesses

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

Angle

Overall thickness

COQMULT

Mode

QUA8

Mode

°

mm

(MPa)

 

(MPa)

 

30

3

0.0052

9

0.0052

9

30

11

0.139

6

0.139

6

30

51

7.34

4

7.28

4

45

3

0.00709

9

0.00708

8

45

11

0.187

6

0.187

6

45

51

9.21

4

9.06

5

60

3

0.00677

8

0.00678

8

60

11

0.107

6

0.108

6

60

51

7.83

4

8.08

4