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Structural Analysis of Fan Section of Air Handling Unit KMW ZR 30 14/22
on Dynamic Load Defined by Seismic Spectrum OLKILUOTO 3
Fig. 15. 92th mode shape
3.2. Response of the structure to the load
The maximum response of the air handling unit subjected to input spectrum load was
presented in the form of equivalent stress (Huber-Mises-Hencky) maps (Fig. 16)
and displacement maps (Fig. 18 and 19).
To determine the strength of the structure the maximal equivalent stresses were
compared with allowable stresses . Allowable stresses were calculated according to
the formula:
(1)
where: – yielding stress, – factor of safety.
Calculated allowable stresses for structural wall, frames and screws are presented in the
Table 2.
University of Technology and Life Sciences
Faculty of Mechanical Engineering
Department of Computer Methods