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Civil-Comp Conferences
ISSN 2753-3239 CCC: 14
PROCEEDINGS OF THE SIXTEENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: P. Iványi, J. Kruis and B.H.V. Topping
Paper 11.1
Programmable Multifunctional Hyperbolic Metamaterials: Design and Optimization M. Yang, L. Meng, X. Zhu, W. Zhu, Z. Cai, J. Zhu and W. Zhang
State IJR Center of Aerospace Design and Additive Manufacturing, Northwestern Polytechnical University, Xi’an, China Full Bibliographic Reference for this paper
M. Yang, L. Meng, X. Zhu, W. Zhu, Z. Cai, J. Zhu, W. Zhang, "Programmable Multifunctional Hyperbolic Metamaterials: Design and Optimization", in P. Iványi, J. Kruis, B.H.V. Topping, (Editors), "Proceedings of the Sixteenth International Conference on
Computational Structures Technology", Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 14, Paper 11.1, 2026, doi:10.4203/ccc.14.11.1
Keywords: programmable metamaterials, hybrid lattice, stiffness–vibration trade-off, hyperbolic unit cell, genetic algorithm, fast design.
Abstract
This conference short paper presents a numerical design route for programmable hyperbolic metamaterials formed by mixing chiral and achiral unit cells within a unified parametric family. A regular 5x4x3 lattice assembly is parameterized and converted into beam-based finite-element models for quasi-static compression, first-order modal analysis, and PSD-based random-vibration evaluation. Based on 21 randomly generated hybrid layouts with prescribed achiral fractions, the accessible performance space is quantified in terms of equivalent stiffness, first-order natural frequency, and acceleration root-mean-square (RMS). The results show that increasing the achiral fraction raises stiffness and modal frequency but aggravates the random-vibration response, revealing a pronounced stiffness-isolation trade-off. A binary genetic-algorithm framework is then used to optimize the unit-cell distribution for stiffness maximization, first-mode maximization, RMS minimization, and RMS minimization under a stiffness constraint. The optimized layouts indicate that stiffness- and frequency-driven objectives favor vertically continuous achiral load paths, whereas vibration-oriented objectives disrupt those paths and, under stiffness constraints, evolve toward layered compromise patterns. The study therefore provides a concise and reusable numerical route for programmable performance allocation in lattice support structures.
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