Data-Driven calibration and experimental observations of the main hypothesis employed in the definition of the wTCM finite element under compression
Auxetic metamaterials, characterized by a negative Poisson’s ratio, exhibit distinctive deformation mechanisms that make them attractive for applications requiring enhanced energy absorption and stiffness control. In this work, a quasi-static compression test is performed on a 3D-printed coupon based on the General Auxetic Metamaterial (GAM) cell to experimentally characterize its global response and dominant deformation mechanisms. The experimental results are used to inform and support the calibration of a data-driven multiscale finite element methodology based on the wedge Topologically Consistent Metamaterial (wTCM) element. The approach establishes an energetic equivalence between the discrete strut architecture and an equivalent continuum representation, allowing geometric nonlinearities and effective stiffness degradation to be captured through pre-calibrated strut-level response curves. A detailed explicit finite element model is employed as a geometric reference to isolate geometric nonlinear effects, and the numerical responses obtained with the wTCM formulation are compared against both the experimental results and the explicit simulations. With appropriate calibration, the wTCM approach is shown to capture the relevant nonlinear structural response — including auxetic kinematics and strain localization — while retaining a reduced computational complexity. • The present work introduces the validation of the wTCM hypothesis. • An experimental test in a full sample is done and measured with DIC. • The metamaterial sample was created and calculated with the wTCM element.
Authors
- Juan Antonio López-Salido
- Luis Saucedo-Mora
Institutions
- Universidad Politécnica de Madrid (ES)
Publication Details
- Journal
- Finite Elements in Analysis and Design
- Published
- 2026-02-14
- DOI
- https://doi.org/10.1016/j.finel.2026.104538
- Primary Topic
- Cellular and Composite Structures
- Type
- article
- Field-Weighted Citation Impact
- 0.00