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Finite element computation of nonlinear normal modes of nonconservative systems

机译:非线性常态非线性常规模式的有限元计算

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Modal analysis, i.e., the computation of vibration modes of linear systems, is really quite sophisticated and advanced. Even though modal analysis served, and is still serving, the structural dynamics community for applications ranging from bridges to satellites, it is commonly accepted that nonlinearity is a frequent occurrence in engineering structures. Because modal analysis fails in the presence of nonlinear dynamical phenomena, the development of a practical nonlinear analog of modal analysis is the objective of this research. Progress in this direction has been made recently with the development of numerical techniques (harmonic balance, continuation of periodic solutions) for the computation of nonlinear normal modes (NNMs). Because these methods consider the conservative system, this study targets the computation of NNMs for non-conservative systems, i.e. defined as invariant manifolds in phase space. Specifically, a new finite element technique is proposed to solve the set of partial differential equations governing the manifold geometry. The algorithm is demonstrated using different two-degree-of-freedom systems.
机译:模态分析,即线性系统的振动模式的计算,真的非常复杂和先进。尽管模态分析服务,并且仍然是服务,用于从桥梁到卫星的应用的结构动态界,通常接受非线性是工程结构的频繁发生。由于模态分析在存在非线性动力现象的存在下,因此模拟分析的实际非线性模拟的发展是本研究的目的。最近在该方向上的进展,该进度是在计算非线性正常模式(NNMS)的计算中的数值技术(谐波平衡,周期性解决方案的延续)。因为这些方法考虑了保守系统,所以该研究靶向非保守系统的NNMS的计算,即,在相空间中定义为不变的歧管。具体地,提出了一种新的有限元技术来解决控制歧管几何形状的局部微分方程集。使用不同的二维自由度系统来证明该算法。

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