4.5 Article

Elastic Solution of a Polyhedral Particle With a Polynomial Eigenstrain and Particle Discretization

出版社

ASME
DOI: 10.1115/1.4051869

关键词

Eshelby's tensor; polyhedral inclusion; equivalent inclusion method; eigenstrain; particle domain discretization

资金

  1. National Science Foundation IIP [1738802, 1941244]
  2. U.S. Department of Agriculture NIFA [2021-67021-34201]
  3. National Science Foundation CMMI [1762891]
  4. Directorate For Engineering
  5. Div Of Civil, Mechanical, & Manufact Inn [1762891] Funding Source: National Science Foundation
  6. Div Of Industrial Innovation & Partnersh
  7. Directorate For Engineering [1941244, 1738802] Funding Source: National Science Foundation

向作者/读者索取更多资源

This paper extends the recent research on Eshelby's tensors for polynomial eigenstrains from 2D to 3D domains, providing a method to solve the elastic field of polyhedral inclusions. The polynomial eigenstrain expanded at the centroid offers tailorable accuracy for the elastic solutions of polyhedral inhomogeneities. Parametric analysis shows the performance difference between polynomial eigenstrains and C-0 continuous eigenstrains.
The paper extends the recent work (Wu, C., and Yin, H., 2021, Elastic Solution of a Polygon-Shaped Inclusion With a Polynomial Eigenstrain, ASME J. Appl. Mech., 88(6), p. 061002) of Eshelby's tensors for polynomial eigenstrains from a two-dimensional (2D) to three-dimensional (3D) domain, which provides the solution to the elastic field with continuously distributed eigenstrain on a polyhedral inclusion approximated by the Taylor series of polynomials. Similarly, the polynomial eigenstrain is expanded at the centroid of the polyhedral inclusion with uniform, linear, and quadratic order terms, which provides tailorable accuracy of the elastic solutions of polyhedral inhomogeneity using Eshelby's equivalent inclusion method. However, for both 2D and 3D cases, the stress distribution in the inhomogeneity exhibits a certain discrepancy from the finite element results at the neighborhood of the vertices due to the singularity of Eshelby's tensors, which makes it inaccurate to use the Taylor series of polynomials at the centroid to catch the eigenstrain at the vertices. This paper formulates the domain discretization with tetrahedral elements to accurately solve for eigenstrain distribution and predict the stress field. With the eigenstrain determined at each node, the elastic field can be predicted with the closed-form domain integral of Green's function. The parametric analysis shows the performance difference between the polynomial eigenstrain by the Taylor expansion at the centroid and the C-0 continuous eigenstrain by particle discretization. Because the stress singularity is evaluated by the analytical form of Eshelby's tensor, the elastic analysis is robust, stable, and efficient.

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