PSI - Issue 33

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Lomakin E.V., Fedulov B.N. / Structural Integrity Procedia 00 (2019) 000–000

Evgeny Lomakin et al. / Procedia Structural Integrity 33 (2021) 809–817

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Fig. 3. Mesh for numerical analysis, initial state on the left, deformed state with displacement scale 10 times on the right

Fig. 4. Displacement components at limit load