PSI - Issue 57

Yuri Kadin et al. / Procedia Structural Integrity 57 (2024) 236–249 Kadin et. al / Structural Integrity Procedia 00 (2023) 000 – 000

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 K II

 K III

 K /  K *

 K I

Crack front coordinate,  °

Fig. 15. Crack of inclined orientation (  =45 ° ).

 K II /  K *

Crack front coordinate,  °

Fig. 16. Effect of contact loading conditions. A horizontal crack subjected to the extreme and the moderate loading conditions.