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The document presents a generalized Kelvin–Voigt damping model for three-dimensional geometrically nonlinear beams, extending previous models limited to linear or two-dimensional cases. It derives dissipation rates and equilibrium points, providing a theoretical framework for numerical implementations and validating the model through comparisons with nonlinear damped Euler–Bernoulli beams. The study emphasizes the importance of higher-order damping terms in accurately predicting the dynamics of highly flexi

Author

dyeon36

Language

EN