PSI - Issue 68

Jaynandan Kumar et al. / Procedia Structural Integrity 68 (2025) 205–211

209

× 10 − 3

× 10 − 3

3 . 0

3 . 0

σ m

σ m

2 . 5

2 . 5

1000 1500 2000 2500 3000

1000 1500 2000 2500 3000

2 . 0

2 . 0

1 . 5

1 . 5

x 2

x 2

1 . 0

1 . 0

0 500

0 500

0 . 5

0 . 5

0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 x 1 × 10 − 3 0 . 0

0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 x 1 × 10 − 3 0 . 0

(a) κ = 0

(b) κ = 0 . 226

× 10 − 3

3 . 0

σ m

2 . 5

1000 1250 1500

2 . 0

1 . 5

0 250 500 750

x 2

1 . 0

0 . 5

0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 x 1 × 10 − 3 0 . 0 (c) κ = 0 . 333 Fig. 3: Variation of Von-Mises stress for di ff erent value of κ