2024
DOI: 10.1007/s11071-024-09825-z
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On the role of different nonlinear damping forms in the dynamic behavior of the generalized Beck’s column

Giovanni Migliaccio,
Francesco D’Annibale

Abstract: The influence of internal and external nonlinear damping forms on the dynamics of a generalized Beck’s column, namely a visco-elastic cantilever beam, subjected to conservative and non-conservative loads at its free end, is investigated. A variational principle provides the equations of motion of the system, which are properly recast into an integro-differential form. The linear stability analysis of the system is then carried out and bifurcation points are detected in the space of parameters associated with t… Show more

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