4.7 Article

PolyStress: a Matlab implementation for local stress-constrained topology optimization using the augmented Lagrangian method

Journal

STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION
Volume 63, Issue 4, Pages 2065-2097

Publisher

SPRINGER
DOI: 10.1007/s00158-020-02760-8

Keywords

Aggregation-free approach; Local stress constraints; Topology optimization; Augmented Lagrangian; Matlab

Funding

  1. US National Science Foundation [1663244]
  2. Raymond Allen Jones Chair at the Georgia Institute of Technology
  3. Div Of Civil, Mechanical, & Manufact Inn
  4. Directorate For Engineering [1663244] Funding Source: National Science Foundation

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PolyStress is a Matlab implementation for topology optimization with local stress constraints, which addresses linear and material nonlinear problems. The implementation is based on PolyTop and utilizes a Newton-Raphson scheme and an augmented Lagrangian method to solve nonlinear elasticity and stress-constrained problems consistently.
We present PolyStress, a Matlab implementation for topology optimization with local stress constraints considering linear and material nonlinear problems. The implementation of PolyStress is built upon PolyTop, an educational code for compliance minimization on unstructured polygonal finite elements. To solve the nonlinear elasticity problem, we implement a Newton-Raphson scheme, which can handle nonlinear material models with a given strain energy density function. To solve the stress-constrained problem, we adopt a scheme based on the augmented Lagrangian method, which treats the problem consistently with the local definition of stress without employing traditional constraint aggregation techniques. The paper discusses several theoretical aspects of the stress-constrained problem, including details of the augmented Lagrangian-based approach implemented herein. In addition, the paper presents details of the Matlab implementation of PolyStress, which is provided as electronic supplementary material. We present several numerical examples to demonstrate the capabilities of PolyStress to solve stress-constrained topology optimization problems and to illustrate its modularity to accommodate any nonlinear material model. Six appendices supplement the paper. In particular, the first appendix presents a library of benchmark examples, which are described in detail and can be explored beyond the scope of the present work.

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