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Dynamic Vibration Analysis of a cantilever beam and its effect on neighbouring beams by using ansys

Hi,

As a first step in the vibration analysis of the beam, I have modelled 2 rectangular cross section 3D beam and am doing the modal analysis in ansys, but the problem is there is no interaction happening of the 2 beams(ie i have defined the contact and target parameters to the' nodes of the 2 faces of the beam facing each other',by using cintaca170, 174), the beam behave as if there is no neighbouring beam.

Can anyone suggest something.

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