PSI - Issue 36

Mykhailo Hud et al. / Procedia Structural Integrity 36 (2022) 79–86 Mykhailo Hud / Structural Integrity Procedia 00 (2021) 000 – 000

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6

а)

b)

c)

d)

e)

f)

Figure 6. Isopoly deformation of a steel cylindrical tank: isopoles of axial displacements ; b)isopoles of axial displacements ; c) isopoles of axial displacements ; d)isopoles of axial displacements UY; e) isopoles of axial displacements ; f) isopoles of axial displacements . 2.1 The results of stresses and displacements for the second form of oscillations

а)

b)

c)

d)

e)

f)

g)

Figure 7. Stress isopoles of a steel cylindrical tank: a) stress isopoles of

; b) stress isopoles of ; c) stress isopoles of ; d) stress isopoles of

; e) stress isopoles of

; f) stress isopoles of ; g) stress isopoles of

.