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
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