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首页> 外文期刊>Computer Modeling in Engineering & Sciences >On the Location of Zeroes of Polynomials from the Stability Analysis of Novel Strong-Form Meshless Random Differential Quadrature Method
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On the Location of Zeroes of Polynomials from the Stability Analysis of Novel Strong-Form Meshless Random Differential Quadrature Method

机译:从新型强形式无网格随机微分求积方法的稳定性分析看多项式零点的位置

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In this paper, the stability characteristics of a novel strong-form meshless method, called the random differential quadrature (RDQ), are studied using the location of zeros or roots of its characteristic polynomials with respect to unit circle in complex plane by discretizing the domain with the uniform or random field nodes. This is achieved by carrying out the RDQ method stability analysis for the 1st-order wave, transient heat conduction and transverse beam deflection equations using both the analytical and numerical approaches. The RDQ method extends the applicability of the differential quadrature (DQ) method over irregular domain, discretized by randomly or uniformly distributed field nodes, by interpolating the function values based on the fixed reproducing kernel particle method (fixed RKPM). The stability analysis of the locally applied DQ and RDQ methods is carried out for the different single and multistep schemes by Von Neumann and Schur polynomials. The stable schemes are identified and their consistency analysis is carried out to obtain additional constraints on the temporal spacing. The analytical results from the stability and consistency analyses of the stable schemes are effectively verified by numerically implementing the RDQ method to solve the 1st-order wave, transient heat conduction and transverse beam deflection equations by discretizing domain using uniform and random field nodes. Thus, it is shown that the RDQ method is very well attuned to the stability analysis and provides stable results as compared with FEM and other meshless methods.
机译:在本文中,通过离散化域,利用其特征多项式的零或根相对于单位圆在复平面中的位置,研究了一种新的强形式无网格方法(称为随机微分正交(RDQ))的稳定性特征。具有均匀或随机场节点。这是通过使用解析和数值方法对一阶波,瞬态热传导和横梁挠度方程进行RDQ方法稳定性分析来实现的。 RDQ方法通过基于固定的再生核粒子方法(固定的RKPM)内插函数值,将DQ方法的适用性扩展到由随机或均匀分布的场节点离散的不规则域上。 Von Neumann和Schur多项式对不同的单步和多步方案进行了局部应用DQ和RDQ方法的稳定性分析。确定稳定的方案,并进行一致性分析以获得对时间间隔的附加约束。通过数值实施RDQ方法,通过均匀和随机场节点离散化域来求解一阶波,瞬态热传导和横梁偏转方程,有效地验证了稳定方案的稳定性和一致性分析的分析结果。因此,表明RDQ方法非常适合于稳定性分析,并且与FEM和其他无网格方法相比,提供了稳定的结果。

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