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Study on Meshfree Hermite Radial Point Interpolation Method for Flexural Wave Propagation Modeling and Damage Quantification

机译:无网格Hermite径向点插值方法在弯曲波传播建模和损伤量化中的研究

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This paper investigates the numerical modeling of the flexural wave propagation in Euler-Bernoulli beams using the Hermite-type radial point interpolation method (HRPIM) under the damage quantification approach. HRPIM employs radial basis functions (RBFs) and their derivatives for shape function construction as a meshfree technique. The performance of Multiquadric(MQ) RBF to the assessment of the reflection ratio was evaluated. HRPIM signals were compared with the theoretical and finite element responses. Results represent that MQ is a suitable RBF for HRPIM and wave propagation. However, the range of the proper shape parameters is notable. The number of field nodes is the main parameter for accurate wave propagation modeling using HRPIM. The size of support domain should be less thanan upper bound in order to prevent high error. With regard to the number of quadrature points, providing the minimum numbers of points are adequate for the stable solution, but the existence of more points in damage region does not leads to necessarily the accurate responses. It is concluded that the pure HRPIM, without any polynomial terms, is acceptable but considering a few terms will improve the accuracy; even though more terms make the problem unstable and inaccurate.
机译:在损伤量化方法下,采用Hermite型径向点插值法(HRPIM)研究了Euler-Bernoulli梁中弯曲波传播的数值模型。 HRPIM采用径向基函数(RBF)及其导数作为无网格技术来进行形状函数构造。评估了Multiquadric(MQ)RBF在评估反射率方面的性能。将HRPIM信号与理论响应和有限元响应进行了比较。结果表明,MQ是适用于HRPIM和波传播的RBF。但是,适当的形状参数的范围是显着的。场节点的数量是使用HRPIM进行精确波传播建模的主要参数。支持域的大小应小于上限,以防止出现高错误。关于正交点的数量,提供最少数量的点对于稳定解是足够的,但是在损坏区域中存在更多点并不一定会导致准确的响应。结论是,没有任何多项式项的纯HRPIM是可以接受的,但是考虑一些项将提高准确性。即使使用更多的术语会使问题变得不稳定且不准确。

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