For closed sections whose products of wall thickness
and distance
from the axis of rotation are constant laterally (
), shear stresses are produced in the case of torsion, but no normal stresses in the longitudinal direction and thus no warping of the cross-section. These conditions are met, for example, by a cylindrical tube of constant wall thickness. This case of torsion is called Neuber's shell.
However, it should be noted that the linear elasticity theory applies, i.e. only small distortions and deformations are permitted, but no plastic deformations. In addition, the load should be applied in the form of the torsional moment on the longitudinal axis.
The shear stress τ
in the member is given by the torsional moment
divided by the polar section modulus
:

The maximum shear stress occurs at the edge or at the maximum radius of the cross-section under consideration. When dimensioning, care must be taken to ensure that this shear stress does not exceed the maximum permissible shear stress τ
of the material to be used:

Otherwise, the deformation of a shaft, for example, passes from the elastic range into the plastic range and finally leads to fracture.