Abstract
The dynamics of a beam subjected to quasi-periodic excitation is simulated with a finite element model and an energy-conserving based time integration scheme. The numerical methods are capable of reproducing the dynamics of the system if a fixed time step size is applied, whereas the application of adaptive time step seems more problematic.
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Galvanetto, U., Bomemann, P.B. (2005). Time Integration Techniques to Investigate the Long-Term Behaviour of Dissipative Structural Systems. In: Rega, G., Vestroni, F. (eds) IUTAM Symposium on Chaotic Dynamics and Control of Systems and Processes in Mechanics. Solid Mechanics and its Applications, vol 122. Springer, Dordrecht. https://doi.org/10.1007/1-4020-3268-4_18
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DOI: https://doi.org/10.1007/1-4020-3268-4_18
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-3267-7
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