The interlayer tearing of a plate viscoelastic (VE) damper is an important issue,
which may cause failure of the damper. In this work, two new interfacial reinforced
damper structures are proposed, which can effectively enhance the working ability of
the VE damper. Dynamic performance tests are carried out on the reinforced VE
dampers with a series of temperatures, frequencies and displacement amplitudes. The
experimental results show that the proposed VE dampers have great energy
dissipation capacity, and a damper with a baffle structure has better performance.
The finite element method (FEM) is used to investigate the impact of structure
optimization on the performance improvement of the VE dampers. The simulation
results demonstrate that the baffle structure significantly enhances the stiffness of
the damper, which is consistent with the experimental findings. In order
to characterize the influence of frequency, temperature and displacement
amplitude on the VE dampers, a modified fractional-derivative Burgers model is
proposed, which introduces internal variable theory and a temperature-frequency
equivalent principle to explain the amplitude and temperature effect, respectively.
The comparison between theoretical and experimental results reveals little
discrepancies, thereby affirming the precision of the mathematical model.
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