TY - JOUR
T1 - A full field solution for an anisotropic elastic plate with a hole perturbed from an ellipse
AU - Hsieh, Meng Ling
AU - Hwu, Chyanbin
N1 - Funding Information:
The authors would like to thank Ministry of Science and Technology , TAIWAN, R.O.C. for support through Grants MOST 110-2221-E-006-090-MY3 .
Publisher Copyright:
© 2022 Elsevier Masson SAS
PY - 2023/1/1
Y1 - 2023/1/1
N2 - A full-field solution for an infinite anisotropic plate containing a hole perturbed from an ellipse subjected to uniform loading at infinity is derived with Stroh formalism. With perturbation technique, the solution is expanded into a series with reference to the solution of the elliptical hole problem. Through the traction-free condition on the hole boundary, the unknown coefficients of the series are solved using the method of analytical continuation. The explicit full-field solution up to the first order and its corresponding explicit expression of the hoop stress along the hole boundary is presented. Numerical examples with different hole shapes (triangle, quadrilateral, oval, and pentagon), material types (isotropic, orthotropic, and anisotropic), and loading types (in-plane stresses and anti-plane shear) are provided. The results along the hole boundary and in the full field are verified with existing solution and commercial finite element software ANSYS. Through this verification, we conclude that although the hoop stress along the hole boundary provided by the existing analytical solutions is correct, their associated full-field solutions are incorrect because of the non-conformal mapping functions. The solutions presented in this paper are the first verified correct full-field analytical solutions published in the literature.
AB - A full-field solution for an infinite anisotropic plate containing a hole perturbed from an ellipse subjected to uniform loading at infinity is derived with Stroh formalism. With perturbation technique, the solution is expanded into a series with reference to the solution of the elliptical hole problem. Through the traction-free condition on the hole boundary, the unknown coefficients of the series are solved using the method of analytical continuation. The explicit full-field solution up to the first order and its corresponding explicit expression of the hoop stress along the hole boundary is presented. Numerical examples with different hole shapes (triangle, quadrilateral, oval, and pentagon), material types (isotropic, orthotropic, and anisotropic), and loading types (in-plane stresses and anti-plane shear) are provided. The results along the hole boundary and in the full field are verified with existing solution and commercial finite element software ANSYS. Through this verification, we conclude that although the hoop stress along the hole boundary provided by the existing analytical solutions is correct, their associated full-field solutions are incorrect because of the non-conformal mapping functions. The solutions presented in this paper are the first verified correct full-field analytical solutions published in the literature.
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U2 - 10.1016/j.euromechsol.2022.104823
DO - 10.1016/j.euromechsol.2022.104823
M3 - Article
AN - SCOPUS:85140452862
VL - 97
JO - European Journal of Mechanics, A/Solids
JF - European Journal of Mechanics, A/Solids
SN - 0997-7538
M1 - 104823
ER -