PSI - Issue 37

L.V. Stepanova et al. / Procedia Structural Integrity 37 (2022) 908–919 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

917

10

0.3

0.5

p M =

p M =

1 / 2

0 3 / 2  = (left) and for

 = −

and

and

(right (right) (plane strain)).

Fig. 8. Eigensolutions for

0

0.1

0.2

p M =

p M =

1 / 2

1 / 2

 = −

 = −

Fig. 9. Eigensolutions for

and

(left) and for

and

(right) (plane stess).

0

0

0.3

0.4

p M =

p M =

1 / 2

0 3 / 2  = (left) and for

 = −

Fig. 10. Eigensolutions for

and

and

(right (right) (plane strain)).

0