4.5 Article

Finite Pure Plane Strain Bending of Inhomogeneous Anisotropic Sheets

期刊

SYMMETRY-BASEL
卷 13, 期 1, 页码 -

出版社

MDPI
DOI: 10.3390/sym13010145

关键词

plastic anisotropy; large strain; pure bending; elastic unloading

资金

  1. [RFBR-19-51-52003]
  2. [MOST 108-2923-E-110-002-MY3]
  3. [AAAA-A20-120011690136-2]

向作者/读者索取更多资源

The paper presents a new semi-analytic solution for the finite plane strain pure bending of orthotropic sheets with inhomogeneous distributions of plastic properties. The solution utilizes a symmetry simplification approach and is shown to be practically applicable for large strains, based on experimental data. The results demonstrate that the difference between the elastic/plastic and rigid/plastic solutions is negligible, with the latter being much simpler and recommended for practical use.
The present paper concerns the general solution for finite plane strain pure bending of incompressible, orthotropic sheets. In contrast to available solutions, the new solution is valid for inhomogeneous distributions of plastic properties. The solution is semi-analytic. A numerical treatment is only necessary for solving transcendent equations and evaluating ordinary integrals. The solution's starting point is a transformation between Eulerian and Lagrangian coordinates that is valid for a wide class of constitutive equations. The symmetric distribution relative to the center line of the sheet is separately treated where it is advantageous. It is shown that this type of symmetry simplifies the solution. Hill's quadratic yield criterion is adopted. Both elastic/plastic and rigid/plastic solutions are derived. Elastic unloading is also considered, and it is shown that reverse plastic yielding occurs at a relatively large inside radius. An illustrative example uses real experimental data. The distribution of plastic properties is symmetric in this example. It is shown that the difference between the elastic/plastic and rigid/plastic solutions is negligible, except at the very beginning of the process. However, the rigid/plastic solution is much simpler and, therefore, can be recommended for practical use at large strains, including calculating the residual stresses.

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