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Weighted radial basis collocation method for large deformation analysis of rubber-like materials

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Abstract
A nonlinear formulation, based on the total Lagrange description of the weighted radial basis collocation method (WRBCM), is proposed for the large deformation analysis of rubber-like materials where the materials are hyperelastic and nearly incompressible. The WRBCM based on the strong form collocation is a genuinely meshfree method that eliminates the need for meshing. As a result, it effectively circumvents challenges associated with mesh distortion during large deformation analysis. The proper weights that should be imposed on the boundary collocation equations are first derived to achieve the optimal convergence in hyperelasticity. In the WRBCM, the support of the shape function remains unchanged throughout material deformation, thereby guaranteeing the absence of tension instability during large deformation analysis. Additionally, by combining WRBCM with a least-squares solution, volumetric locking in nearly incompressible hyperelastic problems can be suppressed. This is due to the infinite continuity possessed by the radial basis approximation, which ensures the divergence-free condition. Several numerical examples are examined, demonstrating the high accuracy and exponential convergence of WRBCM in hyperelastic large deformation analysis. Moreover, no volumetric locking can be observed which further substantiates the effectiveness of applying nonlinear WRBCM to nearly incompressible hyperelastic problems.
Keywords
Applied Mathematics, Computational Mathematics, General Engineering, Analysis, Weighted radial basis collocation method, Hyperelastic problems, Large, deformation analysis, Nearly incompressible, Proper weights, PRESSURE PROJECTION METHOD, DATA APPROXIMATION SCHEME, BOUNDARY-VALUE-PROBLEMS, STRONG-FORM, MESHLESS METHODS, MESHFREE METHOD, ELEMENT, HYPERELASTICITY, MULTIQUADRICS, CONVERGENCE

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MLA
Xue, Zhiyuan, et al. “Weighted Radial Basis Collocation Method for Large Deformation Analysis of Rubber-like Materials.” ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, vol. 159, 2024, pp. 95–110, doi:10.1016/j.enganabound.2023.11.016.
APA
Xue, Z., Wang, L., Ren, X., & Abdel Wahab, M. (2024). Weighted radial basis collocation method for large deformation analysis of rubber-like materials. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 159, 95–110. https://doi.org/10.1016/j.enganabound.2023.11.016
Chicago author-date
Xue, Zhiyuan, Lihua Wang, Xiaodan Ren, and Magd Abdel Wahab. 2024. “Weighted Radial Basis Collocation Method for Large Deformation Analysis of Rubber-like Materials.” ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 159: 95–110. https://doi.org/10.1016/j.enganabound.2023.11.016.
Chicago author-date (all authors)
Xue, Zhiyuan, Lihua Wang, Xiaodan Ren, and Magd Abdel Wahab. 2024. “Weighted Radial Basis Collocation Method for Large Deformation Analysis of Rubber-like Materials.” ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS 159: 95–110. doi:10.1016/j.enganabound.2023.11.016.
Vancouver
1.
Xue Z, Wang L, Ren X, Abdel Wahab M. Weighted radial basis collocation method for large deformation analysis of rubber-like materials. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS. 2024;159:95–110.
IEEE
[1]
Z. Xue, L. Wang, X. Ren, and M. Abdel Wahab, “Weighted radial basis collocation method for large deformation analysis of rubber-like materials,” ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, vol. 159, pp. 95–110, 2024.
@article{01HGSVTE26KKBP7AFXXPG2CSSJ,
  abstract     = {{A nonlinear formulation, based on the total Lagrange description of the weighted radial basis collocation method (WRBCM), is proposed for the large deformation analysis of rubber-like materials where the materials are hyperelastic and nearly incompressible. The WRBCM based on the strong form collocation is a genuinely meshfree method that eliminates the need for meshing. As a result, it effectively circumvents challenges associated with mesh distortion during large deformation analysis. The proper weights that should be imposed on the boundary collocation equations are first derived to achieve the optimal convergence in hyperelasticity. In the WRBCM, the support of the shape function remains unchanged throughout material deformation, thereby guaranteeing the absence of tension instability during large deformation analysis. Additionally, by combining WRBCM with a least-squares solution, volumetric locking in nearly incompressible hyperelastic problems can be suppressed. This is due to the infinite continuity possessed by the radial basis approximation, which ensures the divergence-free condition. Several numerical examples are examined, demonstrating the high accuracy and exponential convergence of WRBCM in hyperelastic large deformation analysis. Moreover, no volumetric locking can be observed which further substantiates the effectiveness of applying nonlinear WRBCM to nearly incompressible hyperelastic problems.}},
  author       = {{Xue, Zhiyuan and Wang, Lihua and Ren, Xiaodan and Abdel Wahab, Magd}},
  issn         = {{0955-7997}},
  journal      = {{ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS}},
  keywords     = {{Applied Mathematics,Computational Mathematics,General Engineering,Analysis,Weighted radial basis collocation method,Hyperelastic problems,Large,deformation analysis,Nearly incompressible,Proper weights,PRESSURE PROJECTION METHOD,DATA APPROXIMATION SCHEME,BOUNDARY-VALUE-PROBLEMS,STRONG-FORM,MESHLESS METHODS,MESHFREE METHOD,ELEMENT,HYPERELASTICITY,MULTIQUADRICS,CONVERGENCE}},
  language     = {{eng}},
  pages        = {{95--110}},
  title        = {{Weighted radial basis collocation method for large deformation analysis of rubber-like materials}},
  url          = {{http://doi.org/10.1016/j.enganabound.2023.11.016}},
  volume       = {{159}},
  year         = {{2024}},
}

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