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The common method of forcing agreement among design and calculated spectral values at several frequencies and multiple damping values may give poor, even meaningless results.
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Therefore, these damping systems often contain multiple damping models and lead to great difficulties in analyzing.
It was determined that low shear modulus cores have similar material damping values to structural damping values.
It is more robust to damping variation for low damping values but the effectiveness of the two systems converges as damping increases.
This paper aims at developing a time integration method for structural systems with multiple damping models.
Hybrid composite pyramidal truss sandwich panels combined with multiple damping configurations are fabricated in this work.
Based on the reduced system and a general damping model (GDM), a reduced state-space formalism for the structural system with multiple damping models is developed.
Key parameters determining the modal damping values are identified.
Even for small damping values the same result is achieved.
Therefore, practical physical values are used for the suspension stiffness and damping values.
The value of the initial amplitude (IAo) is critical and will determine the shape of the damping pattern obtained and whether it converges to the actual damping values.
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