PSI - Issue 37

Rogério Lopes et al. / Procedia Structural Integrity 37 (2022) 123–130 R. F. Lopes et al./ Structural Integrity Procedia 00 (2019) 000 – 000

129 7

-4.5 -3.656 -2.812 -1.969 -1.125 -0.251 0.562 1.406 2.25 3.094 3.938 4.781 5.625 6.469 7.313 8.156 9 U[mm]

b)

a)

Fig. 9: Horizontal displacement field in mm. a) experimental contour and b) FE contour

-6.134 -4.625 -3.112 -1.6 V[mm]

-24.288 -21.263 -19.75 -18.238 -16.725 -15.213 -13.7 -12.1875 -10.675 -9.163 -7.65

-25.8 -3.656

b)

a)

Fig. 10: Vertical displacement field in mm. a) experimental contour and b) FE contour

0 5.969 11.9375 17.906 23.875 29.844 35.813 41.781 47.75 53.719 59.688 65.656 71.625 77.594 83.563 89.531 95.5 W[mm]

b)

a)

Fig. 11: Displacement field, perpendicular to the sheet, in mm. a) experimental contour and b) FE contour