2019
DOI: 10.1016/j.apm.2018.10.006
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Numerical manifold method for vibration analysis of Kirchhoff's plates of arbitrary geometry

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Cited by 64 publications
(13 citation statements)
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“…The relevant integro-differential elastostatic formulation has been converted into a differential problem by means of the Helmholtz's averaging kernel. Solution strategies recently adopted for local elastic Kirchhoff plates of arbitrary geometry (see, e.g., [17]) and based on machine learning methods (see, e.g., [19,38]) can be further extended to small-scale two-dimensional continua. It is worth noting that limiting elastostatic solutions of the examined case studies for vanishing mixture parameter are coincident with those obtained in [7] exploiting the purely nonlocal stress-driven methodology.…”
Section: Plate With Simply Supported Edges Under Distributed Loadingmentioning
confidence: 99%
“…The relevant integro-differential elastostatic formulation has been converted into a differential problem by means of the Helmholtz's averaging kernel. Solution strategies recently adopted for local elastic Kirchhoff plates of arbitrary geometry (see, e.g., [17]) and based on machine learning methods (see, e.g., [19,38]) can be further extended to small-scale two-dimensional continua. It is worth noting that limiting elastostatic solutions of the examined case studies for vanishing mixture parameter are coincident with those obtained in [7] exploiting the purely nonlocal stress-driven methodology.…”
Section: Plate With Simply Supported Edges Under Distributed Loadingmentioning
confidence: 99%
“…e phase field modelling was also used to deal with the crack propagation [26][27][28][29]. A numerical manifold method was developed to deal with the Kirchhoff plate [30][31][32].…”
Section: Introductionmentioning
confidence: 99%
“…Thin plates are widely employed as basic structural components in engineering fields [Ventsel and Krauthammer (2001)], which combines light weight, efficient load-carrying capacity, economy with technological effectiveness. Their mechanical behaviours have long been studied by various methods such as finite element method [Bathe (2006); Hughes (2012); Zhuang, Huang, Zhu et al (2013)], boundary element method [Katsikadelis (2016); Brebbia and Walker (2016)], meshfree method [Nguyen, Rabczuk, Bordas et al (2008)], isogeometric analysis [Nguyen, Anitescu, Bordas et al (2015)], and numerical manifold method [Zheng, Liu and Ge (2013); Guo and Zheng (2018); Guo, Zheng and Zhuang (2019)]. The Kirchhoff bending problem is a classical fourth-order problem, its mechanical behaviour is described by fourth-order partial differential equation which poses difficulties to construct a shape function to be globally C 1 continuous but piecewise C 2 continuous, namely, H 2 regular, for those mesh-based numerical method.…”
Section: Introductionmentioning
confidence: 99%