Aug 2026· International Journal for Numerical Methods in Engineering· Vol 127· 0 citations· 56 references
Abstract
The basic unit of snapping mechanical metamaterials is typically a bistable unit. This study proposes a systematic inverse design framework based on topology optimization for designing snapping structures with specific force‐displacement response curves. Such problems involve large deformations and complex deformation modes, which often lead to numerical instability during the optimization process. The paper proposes two improvements to address these issues. In the nonlinear finite element analysis, an improved displacement‐controlled arc‐length method is proposed. The method effectively handles the snap‐through and snap‐back behaviors exhibited by the structure during loading in the topology optimization process, while simultaneously obtaining the deformed configuration of the structure under the prescribed displacement boundary condition. Furthermore, the paper introduces convex element constraints to constrain the deformation state of elements. This approach mitigates convergence issues caused by severe compressive deformations of the elements during nonlinear topology optimization. This work contributes to the design of snapping structures by providing a stable and effective optimization framework.
Multistable systems admit distinct stable equilibria for the same loading and boundary conditions. Shape optimization of multistable structures offers a promising route to engineer the mechanical response of advanced materials and metamaterials. In this work, we develop a formulation and algorithm for controlling the e...
Arselane Hadj Slimane, P. Farrell, A. Paganini et al.· 0 citations
The paper investigates the influence of rational displacement of boundary conditions on the results of topological optimization of structures. It is shown that the traditional approach, which assumes a fixed position of loads and supports, may not consider a significant potential for improving the optimality criterion...
S. G. Gnezdilov· Nauchno-tekhnicheskiy vestni...· 0 citations
Topology optimization (TO) can be applied to continuum structures to generate efficient designs accounting for performance measures, such as compliance. However, the resulting solutions are often sensitive to the occurrence of local damage, which can be modeled by removing a group of elements from the optimized configu...
Gabriel Queiroz, Edson Denner Leonel· MATEC Web of Conferences· 0 citations
Thin elastic flexible structures exploit large geometric deformation to achieve mechanical functionality, making their fracture behavior strongly coupled with the evolving structural configuration. This work presents a unified discrete differential geometry (DDG) phase-field framework for fracture in highly deformable...
Bo-Han Zhang, Bo Wang, Hua-Jiang Ouyang et al.· 0 citations
This work presents the development and implementation of a second-order optimization algorithm based on a relaxed Newton method for the minimization of nonlinear scalar objective functions with multiple design variables. The proposed strategy combines a modified Newton scheme with a customized backtracking formulation,...
A. Gallo, Enrico Armentani, M. Ferraiuolo et al.· Frattura ed Integrità Strutt...· 0 citations