The whole instrument is more or less affected by deformations due to string tension however an oud bowl, from an engineering perspective, is very
stiff (resistant to bending as a beam under load) due to its depth (rib thickness or thinness has little influence) and 'egg shel'l like geometry. The
'weakest part' of an oud in resisting longitudinal bending is at the neck joint where the bowl has the least depth and so has the least stiffness.
Furthermore, due to the abrupt change in geometry at the neck joint, stresses at the joint are magnified (known as a 'stress raiser' or a point of
'stress concentration' in engineering terminology).
The neck itself will also tend to slightly 'bow' longitudinally under tension. The sound board will also dip in front of the bridge due to string
tension causing the bridge to rotate slightly.
For information - I included a diagram of the stresses acting on a neck joint as part of this investigative work concerning nailed necks posted 3
years ago on this forum (posting date 11-21-2011)
http://www.mikeouds.com/messageboard/viewthread.php?tid=12428
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