Inverse design of functionally graded porous structures with target dynamic responses

Zou, Zhiqiang, Liu, Jinlong, Gao, Kang, Chen, Da, Yang, Jie and Wu, Zhangming ORCID: https://orcid.org/0000-0001-7100-3282 2024. Inverse design of functionally graded porous structures with target dynamic responses. International Journal of Mechanical Sciences 280 , 109530. 10.1016/j.ijmecsci.2024.109530 Item availability restricted.

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Abstract

Although functionally graded porous structures (FGPS) have been studied comprehensively due to their excellent mechanical and functional properties, the design process of FGPS with target stress response still dependent on continuous trial and error, which is not only time-consuming but also heavily relies on experience and intuition. This study proposes a novel inverse design framework of 2D FGPS with targeted dynamic stress-strain responses via a combination of conditional diffusion model and a residual neural network. Unlike traditional binary pixel representations, this approach utilizes nuclei position maps and color mapping technique to represent the structure configurations and cell wall thicknesses to improve the efficiency and performance of the model. Firstly, various functionally graded porous structures were constructed by employing Voronoi diagram techniques, and finite element simulations were conducted to calculate the nonlinear responses subjected to dynamic loadings. A dataset comprising 2100 FGPS and corresponding nonlinear stress-strain responses was established. Then, an inverse design framework is formulated by integrating a generator that uses a diffusion model to synthesize structures conditioned on specific target responses, with a predictor that employs a residual neural network to assess the responses of these structures. Finally, to demonstrate the effectiveness of the approach, the performance of the predictor and generator was thoroughly investigated. Structures with various target stress-strain responses were generated through the proposed method, and validated by finite element analysis. A detailed impact experiment was also carried out to verify the effectiveness of the proposed methods. The result shows that the framework can effectively generate new structures with objective nonlinear responses. This work offers a fast and efficient way to design FGPS that meet specific performance objectives.

Item Type:	Article
Date Type:	Publication
Status:	Published
Schools:	Engineering
Publisher:	Elsevier
ISSN:	0020-7403
Date of First Compliant Deposit:	24 July 2024
Date of Acceptance:	30 June 2024
Last Modified:	09 Nov 2024 06:30
URI:	https://orca.cardiff.ac.uk/id/eprint/170676

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