Szeleziński, Adam; Muc, Adam; Murawski, Lech
(Scientific Journals Maritime University of Szczecin, Zeszyty Naukowe Akademia Morska w Szczecinie,
)
The authors of this article have been looking for new parameters and dynamic characteristics which can be
applied to the non-destructive testing of welded joints. All the characteristics have been based on the recorded
data generated during the vibration tests of welded joints both with and without failures. This article has dealt
with the methods of assessing welded joints using either 2D or 3D time-frequency dynamic characteristics. The
calculation procedure that was used for analyzing the simultaneous changes of the response modules, registered
by acceleration sensors, has been presented. The vibration amplitudes were transformed into a function of time
and frequency (simultaneously) and presented over 2D or 3D time-frequency characteristics. The analyses of
the characteristics were performed for a plate without a welded joint, for a plate with a non-defective welded
joint and for a plate with a defective welded joint caused by edge bonding. Having analyzed and registered the
2D or 3D time-frequency dynamic characteristics it could be noticed that by presenting the responses, analyzed
simultaneously against time and frequency, allowed for the evaluation of whether the examined system maintained
non-linearity and, at the same time, allowed for the quality of the welded joint to be indirectly assessed.
The proposed measurement parameters of the quality of a welded joint can be defined as a dispersion of the
colors from the obtained characteristics. The faults (and the vibration nonlinearity) of the welded joints will be
bigger if the dispersion is greater.