TY - JOUR
T1 - Design and characterization of multi-stable mechanical metastructures with level and tilted stable configurations
AU - Zhang, Yong
AU - Wang, Qi
AU - Tichem, Marcel
AU - van Keulen, Fred
PY - 2020
Y1 - 2020
N2 - Multi-stable structures are able to achieve significant geometric change and retain specific deformed configurations after the loads have been removed. This reconfiguration property enables, for example, to design metamaterials with tunable features. In this work, a type of multi-stable metastructures exhibiting both level and tilted stable configurations is proposed based on 2D and 3D arrangements of bi-stable elements. The resulting level and tilted configurations are enabled by the rotational compliance, bi-stability and spatial arrangement of unit cells. The bi-stability of the unit cells and multi-stability of the metastructures are demonstrated and characterized by experiments and finite element analysis. Results show that transitions between level stable configurations are symmetric in terms of load–deflection response while switching to the tilted stable configurations leads to asymmetric mechanical responses. The tilted stable configurations are less stable than the level configurations. Moreover, we demonstrate that the level and tilted stable configurations of the metastructure depend on the parallel and serial arrangement of the unit cells.
AB - Multi-stable structures are able to achieve significant geometric change and retain specific deformed configurations after the loads have been removed. This reconfiguration property enables, for example, to design metamaterials with tunable features. In this work, a type of multi-stable metastructures exhibiting both level and tilted stable configurations is proposed based on 2D and 3D arrangements of bi-stable elements. The resulting level and tilted configurations are enabled by the rotational compliance, bi-stability and spatial arrangement of unit cells. The bi-stability of the unit cells and multi-stability of the metastructures are demonstrated and characterized by experiments and finite element analysis. Results show that transitions between level stable configurations are symmetric in terms of load–deflection response while switching to the tilted stable configurations leads to asymmetric mechanical responses. The tilted stable configurations are less stable than the level configurations. Moreover, we demonstrate that the level and tilted stable configurations of the metastructure depend on the parallel and serial arrangement of the unit cells.
KW - Level stable configuration
KW - Metastructure
KW - Multi-stability
KW - Snap-through transition
KW - Tilted stable configuration
UR - http://www.scopus.com/inward/record.url?scp=85074402775&partnerID=8YFLogxK
U2 - 10.1016/j.eml.2019.100593
DO - 10.1016/j.eml.2019.100593
M3 - Article
AN - SCOPUS:85074402775
VL - 34
JO - Extreme Mechanics Letters
JF - Extreme Mechanics Letters
SN - 2352-4316
M1 - 100593
ER -