Inverse design of adaptive flexible structures using physical-enhanced neural network
Traditional design and analysis of mechanical metamaterials are complex and time-consuming, owing to their nonlinear characteristics. This paper proposes a computationally efficient inverse design framework to predict the nonlinear strain-stress response considering the buckling behaviour under a tensile load. Design and simulation processes of the structures are based on the reduced order model (ROM) of flexible structures, all within a single software environment, MATLAB/Simscape, using the flexible beam blocks. The physical-enhanced neural network (PENN) design is implemented in MATLAB, utilising the results of the ROM model for training and testing. The ROM model takes 4.5 min on average on a 12-core CPU, whereas the trained PENN predicts the stiffness curve in a fraction of a second on a single-core CPU. After training the model, it was utilised to inverse design the metamaterial structure based on a desired stiffness response. Evolutionary optimisation is employed to iteratively feed various structural parameters into the model to find the optimised parameters of a metamaterial structure that can achieve the desired strain-stress response. The proposed metamaterial structure was experimentally validated through three-dimensional (3D) printing using flexible thermoplastic polyurethane (TPU) filament, demonstrating the efficiency and effectiveness of the proposed methodology.
Authors
- Mahdi Bodaghi (ORCID: https://orcid.org/0000-0002-0707-944X)
- Moslem Mohammadi (ORCID: https://orcid.org/0000-0002-6321-2778)
- Ali Zolfagharian (ORCID: https://orcid.org/0000-0001-5302-360X)
- Abbas Z. Kouzani (ORCID: https://orcid.org/0000-0002-6292-1214)
Institutions
- Deakin University (AU)
- Nottingham Trent University (GB)
Publication Details
- Journal
- Virtual and Physical Prototyping
- Published
- 2025-07-18
- DOI
- https://doi.org/10.1080/17452759.2025.2530732
- Citations
- 4
- Primary Topic
- Structural Analysis and Optimization
- Type
- article
- Field-Weighted Citation Impact
- 3.81