Nicolaidou Evangelia, Hill Thomas L, Neild Simon A
Department of Mechanical Engineering, University of Bristol, Bristol BS8 1TR, UK.
Proc Math Phys Eng Sci. 2020 Nov;476(2243):20200589. doi: 10.1098/rspa.2020.0589. Epub 2020 Nov 18.
Nonlinear dynamic analysis of complex engineering structures modelled using commercial finite element (FE) software is computationally expensive. Indirect reduced-order modelling strategies alleviate this cost by constructing low-dimensional models using a static solution dataset from the FE model. The applicability of such methods is typically limited to structures in which (a) the main source of nonlinearity is the quasi-static coupling between transverse and in-plane modes (i.e. membrane stretching); and (b) the amount of in-plane displacement is limited. We show that the second requirement arises from the fact that, in existing methods, in-plane kinetic energy is assumed to be negligible. For structures such as thin plates and slender beams with fixed/pinned boundary conditions, this is often reasonable, but in structures with free boundary conditions (e.g. cantilever beams), this assumption is violated. Here, we exploit the concept of nonlinear manifolds to show how the in-plane kinetic energy can be accounted for in the reduced dynamics, without requiring any additional information from the FE model. This new insight enables indirect reduction methods to be applied to a far wider range of structures while maintaining accuracy to higher deflection amplitudes. The accuracy of the proposed method is validated using an FE model of a cantilever beam.
使用商业有限元(FE)软件对复杂工程结构进行非线性动力学分析的计算成本很高。间接降阶建模策略通过使用有限元模型的静态解数据集构建低维模型来减轻这种成本。此类方法的适用性通常限于以下结构:(a)非线性的主要来源是横向和面内模式之间的准静态耦合(即膜拉伸);以及(b)面内位移量有限。我们表明,第二个要求源于这样一个事实,即在现有方法中,面内动能被假定为可忽略不计。对于具有固定/ pinned边界条件的薄板和细长梁等结构,这通常是合理的,但对于具有自由边界条件的结构(例如悬臂梁),这一假设就不成立了。在此,我们利用非线性流形的概念来展示如何在降阶动力学中考虑面内动能,而无需有限元模型提供任何额外信息。这一新见解使间接降阶方法能够应用于范围更广的结构,同时在更高的挠度幅值下保持精度。使用悬臂梁的有限元模型验证了所提方法的准确性。