PSI - Issue 13

Josef Květoň et al. / Procedia Structural Integrity 13 (2018) 1367 – 1372 Josef Kveˇtonˇ / Structural Integrity Procedia 00 (2018) 000–000

1372

6

1 . 6

1

40

20

50

20

1 . 0

0.74 m/s

1.00 m/s

2.40 m/s

damage

load [kN]

0

0

0

0 . 4 random field

0

0 . 0

0 . 1

0 . 2

0 . 0

0 . 2

0 . 0

0 . 5

vertical displacement of loading point [mm]

0.74 m/s

1.00 m/s

2.40 m/s

Fig. 3. Di ff erent response for di ff ering random field realizations applied.

Acknowledgements

Support of the project FAST-J-18-5412 is gratefully acknowledged.

References

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