PSI - Issue 39

10

L.V. Stepanova et al. / Procedia Structural Integrity 39 (2022) 735–747 Author name / Structural Integrity Procedia 00 (2019) 000–000

744

p M =

p M =

0.3

0.4

1 / 2

1 / 2

λ = −

λ = −

and

(left) and for

and

(right) (right) (plane strain).

Fig. 7. Eigensolutions for

0

0

p M =

p M =

0.3

0.5

0 3 / 2 λ = (left) and for

1 / 2

λ = −

Fig. 8. Eigensolutions for

and

and

(right (right) (plane strain)).

0

p M =

p M =

0.1

0.2

1 / 2

1 / 2

λ = −

λ = −

Fig. 9. Eigensolutions for

and

(left) and for

and

(right) (plane stress).

0

0