PSI - Issue 60

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Amardeepa KCS et al. / Procedia Structural Integrity 60 (2024) 60–74 Amardeepa KCS/ Structural Integrity Procedia 00 (2023) 000–000

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Fig. 22. Normal stress at Zone 2 for all 25 rows; (NS= σ n )

Fig. 23. Resultant Shear Stress due to (τP1 &τP2 ) @ zone 2 for 25 rows

Fig. 24. Axial stress at zone 2 for 25 rows

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