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A Finite Operator Learning Technique for Mapping the Elastic Properties of Microstructures to Their Mechanical Deformations

International Journal for Numerical Methods in Engineering, vol. 126

Abstract

ABSTRACT To obtain fast solutions for governing physical equations in solid mechanics, we introduce a method that integrates the core ideas of the finite element method with physics‐informed neural networks and concept of neural operators. We propose directly utilizing the available discretized weak form in finite element packages to construct the loss functions algebraically, thereby demonstrating the ability to find solutions even in the presence of sharp discontinuities. Our focus is on micromechanics as an example, where knowledge of deformation and stress fields for a given heterogeneous microstructure is crucial for further design applications. The primary parameter under investigation is the Young's modulus distribution within the heterogeneous solid system. Our investigations reveal that physics‐based training yields higher accuracy compared with purely data‐driven approaches for unseen microstructures. Additionally, we offer two methods to directly improve the process of obtaining high‐resolution solutions, avoiding the need to use basic interpolation techniques. The first one is based on an autoencoder approach to enhance the efficiency for calculation on high resolution grid points. Next, Fourier‐based parametrization is utilized to address complex 2D and 3D problems in micromechanics. The latter idea aims to represent complex microstructures efficiently using Fourier coefficients. The proposed approach draws from finite element and deep energy methods but generalizes and enhances them by learning parametric solutions without relying on external data. Compared with other operator learning frameworks, it leverages finite element domain decomposition in several ways: (1) it uses shape functions to construct derivatives instead of automatic differentiation; (2) it automatically includes node and element connectivity, making the solver flexible for approximating sharp jumps in the solution fields; and (3) it can handle arbitrary complex shapes and directly enforce boundary conditions. We provided some initial comparisons with other well‐known operator learning algorithms, further emphasize the advantages of the newly proposed method.

Authors 9

  1. Access

    Affiliation as printed

    ACCESS e.V. Aachen Germany

    ACCESS e.V., Aachen, Germany

  2. Technical University of Munich

    Affiliation as printed

    Chair of Structural Analysis Technical University of Munich München Germany

  3. Shirko Faroughi corresponding

    Urmia University of Technology

    Affiliation as printed

    Department of Mechanical Engineering Urmia University of Technology Urmia Iran

    Department of Mechanical Engineering, Urmia University of Technology, Urmia, Iran

  4. Urmia University of Technology

    Affiliation as printed

    Department of Mechanical Engineering Urmia University of Technology Urmia Iran

    Department of Mechanical Engineering, Urmia University of Technology, Urmia, Iran

  5. RWTH Aachen University

    Affiliation as printed

    Institute of Applied Mechanics RWTH Aachen University Aachen Germany

    Institute of Applied Mechanics, RWTH Aachen University, Aachen, Germany

  6. Helmut Schmidt University

    Affiliation as printed

    Institute of Solid Mechanics Helmut‐Schmidt University/University of the Federal Armed Forces Hamburg Germany

    Institute of Solid Mechanics, Helmut-Schmidt University/University of the Federal Armed Forces, Hamburg, Germany

  7. Access

    Affiliation as printed

    ACCESS e.V. Aachen Germany

    ACCESS e.V., Aachen, Germany

  8. RWTH Aachen University

    Affiliation as printed

    Institute of Applied Mechanics RWTH Aachen University Aachen Germany

    Institute of Applied Mechanics, RWTH Aachen University, Aachen, Germany

  9. Access

    Affiliation as printed

    ACCESS e.V. Aachen Germany

    ACCESS e.V., Aachen, Germany

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References 68