Abstract
This chapter presents the formulation of a three-dimensional beam finite element model with cross-section war** for the analysis of thin-walled structures subjected to dynamic actions. The model is defined according to a displacement approach, where cross-section shear strains are independently interpolated to avoid shear locking. Cross-section out-of-plane deformations are described on the basis of Vlasov’s theory, properly extended to include war** due to shear stresses. The element governing equations are derived by enforcing the stationarity of a Lagrangian functional. Numerical study is presented, and the effects of cross-section war** in thin-walled structures under dynamic loads are investigated.
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Re, P.D., Addessi, D., Gatta, C. (2022). Enriched Vlasov Beam Model for Nonlinear Dynamic Analysis of Thin-Walled Structures. In: Lacarbonara, W., Balachandran, B., Leamy, M.J., Ma, J., Tenreiro Machado, J.A., Stepan, G. (eds) Advances in Nonlinear Dynamics. NODYCON Conference Proceedings Series. Springer, Cham. https://doi.org/10.1007/978-3-030-81162-4_28
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