Multi-Objective Structural Optimization of a Large-Scale Spherical Public Aquarium Using FEM, ANN, and Genetic Algorithms

Authors

https://doi.org/10.48313/mtei.v1i3.65

Abstract

This paper discusses the design process and multi-objective optimization of a large public spherical aquarium with a cuboid inner viewing tunnel. The structural geometry of the space frame, composed of steel combined with acrylic panels supported by reinforced concrete, is modeled using the Finite Element Method (FEM). The hydrostatic pressure acting on the surface, the load due to visitors, and the dynamic force due to impacts from aquatic animals are accounted for in the structural analysis. To minimize computational cost, an Artificial Neural Network (ANN) surrogate model is created using Finite Element Analysis (FEA) output. After creating an ANN model, the problem is solved using a multi-objective Genetic Algorithm (GA), and the safety factor is maximized by minimizing structural weight. This research shows that the proposed hybrid FEM-ANN-GA model effectively determines the optimal acrylic panel thickness that meets the safety criteria. The optimal solution achieved has a total structural weight of approximately 9569 tons.     

Keywords:

Large-scale public aquarium, Structural optimization, Finite element method, Artificial neural network, Genetic algorithm, Hydrostatic loading, Acrylic structure

References

  1. [1] Brunner, B. (2020). The ocean at home: An illustrated history of the aquarium. Reaktion Books. https://press.uchicago.edu/ucp/books/book/distributed/O/bo11435382.html

  2. [2] Cain, L. P., & Meritt Jr, D. A. (1998). The growing commercialism of zoos and aquariums. Journal of policy analysis and management: The journal of the association for public policy analysis and management, 17(2), 298–312. https://doi.org/10.1002/(SICI)1520-6688(199821)17:2%3C298::AID-PAM10%3E3.0.CO;2-F

  3. [3] Price, E. A., Vining, J., & Saunders, C. D. (2009). Intrinsic and extrinsic rewards in a nonformal environmental education program. Zoo biology, 28(5), 361–376. https://doi.org/10.1002/zoo.20183

  4. [4] Karydis, M. (2011). Organizing a public aquarium: Objectives, design, operation and missions. A review. Global nest journal, 13(4), 369–384. https://www.researchgate.net/profile/Michael-Karydis/publication/266052981_Organizing_a_public_aquarium_Objectives_design_operation_and_missions_A_review/links/55f123e108ae0af8ee1d455e

  5. [5] Kleiman, D. G. (1985). Criteria for the evaluation of zoo research projects. Zoo biology, 4(2), 93–98. https://doi.org/10.1002/zoo.1430040202

  6. [6] Cansdale, G. (1981). Sea water abstraction. Aquarium systems, Hawkins ad (Ed.). Academic Press, London,

  7. [7] Xu, S., Gao, H., Qiu, P., Shen, W., Cai, Y., & Liu, D. (2022). Stability analysis of acrylic glass pressure cylindrical shell considering creep effect. Thin-walled structures, 181, 110033. https://doi.org/10.1016/j.tws.2022.110033

  8. [8] Nooshin, H. (1998). Space structures and configuration processing. Progress in structural engineering and materials, 1(3), 329–336. https://doi.org/10.1002/pse.2260010316

  9. [9] Bysiec, D., Jaszczyński, S., & Maleska, T. (2024). Analysis of lightweight structure mesh topology of geodesic domes. Applied sciences, 14(1), 132. https://doi.org/10.3390/app14010132

  10. [10] Sardone, L., Rosso, M. M., Melchiorre, J., & Pellegrino, M. (2024). Generative design process and optimization of geodesic dome with variable frequency. Shell and spatial structures (pp. 289–298). Cham: Springer Nature Switzerland. https://doi.org/10.1007/978-3-031-44328-2_30

  11. [11] Lu, M., & Ye, J. (2018). Optimal design of space domes against instability. Proceedings of IASS annual symposia (pp. 1–8). International Association for Shell and Spatial Structures (IASS). https://www.ingentaconnect.com/content/iass/piass/2018/00002018/00000023/art00014

  12. [12] Lu, M., & Ye, J. (2017). Guided genetic algorithm for dome optimization against instability with discrete variables. Journal of constructional steel research, 139, 149–156. https://doi.org/10.1016/j.jcsr.2017.09.019

  13. [13] Khodadadi, N., Gharehchopogh, F. S., Abdollahzadeh, B., & Mirjalili, S. (2023). Chapter 9 - Space truss structures’ optimization using metaheuristic optimization algorithms. In Comprehensive metaheuristics (pp. 163–179). Academic Press. https://doi.org/10.1016/B978-0-323-91781-0.00009-0

  14. [14] Mai, H. T., Lee, S., Kim, D., Lee, J., Kang, J., & Lee, J. (2023). Optimum design of nonlinear structures via deep neural network-based parameterization framework. European journal of mechanics - a/solids, 98, 104869. https://doi.org/10.1016/j.euromechsol.2022.104869

  15. [15] Yücel, M., Bekdaş, G., & Nigdeli, S. M. (2023). Development of a hybrid algorithm for optimum design of a large-scale truss structure. In Hybrid metaheuristics in structural engineering: including machine learning applications (pp. 73–86). Cham: Springer Nature Switzerland. 10.1007/978-3-031-34728-3_5

  16. [16] Chen, L. M., Yan, S. K., Jiang, Z. C., Huang, K. Y., Li, Z. B., Li, W., … & Dong, S. L. (2023). Design optimisation for cable dome structures based on progressive collapse resistance. Buildings, 13(9), 2353. https://doi.org/10.3390/buildings13092353

Published

2024-09-26

How to Cite

Masoomi, H. ., & Nejati, F. . (2024). Multi-Objective Structural Optimization of a Large-Scale Spherical Public Aquarium Using FEM, ANN, and Genetic Algorithms. Mechanical Technology and Engineering Insights, 1(3), 170-179. https://doi.org/10.48313/mtei.v1i3.65

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