Mechanical metamaterials with negative stiffness under compressive, tensile, and shear loadings

Mechanical metamaterials are rationally designed structures with engineered architectures that, in theory, can lead to any desirable mechanical properties. Recently, great interest has especially been generated toward those with negative mechanical properties. In this paper, we propose structures that can show negative stiffness under shear, tensile, and compressive loads. The principal working mechanism of the proposed structures is the use of embedded pre-buckled and pre-twisted elements that exhibit bi-stable behaviour. In the tensile- and compression-based models, structures with constant and gradient wall thicknesses were considered. The proposed structures exhibited repeated stress jumps and drops during loading, indicating their potential for advanced energy absorption applications. Moreover, the proposed structures demonstrated negative stiffness multiple times over specific ranges of displacement which can be beneficial for multi-stage actuators and passive switches.

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Publication Details

Journal
Journal of Applied Physics
Published
2025-12-09
DOI
https://doi.org/10.1063/5.0286389
Primary Topic
Cellular and Composite Structures
Type
article
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article

Mechanical metamaterials with negative stiffness under compressive, tensile, and shear loadings

Sepehr Soltani, Reza Hedayati
Journal of Applied Physics
Cellular and Composite Structures
article

Mechanical metamaterials with negative stiffness under compressive, tensile, and shear loadings

Sepehr Soltani, Reza Hedayati
article en

Abstract

Mechanical metamaterials are rationally designed structures with engineered architectures that, in theory, can lead to any desirable mechanical properties. Recently, great interest has especially been generated toward those with negative mechanical properties. In this paper, we propose structures that can show negative stiffness under shear, tensile, and compressive loads. The principal working mechanism of the proposed structures is the use of embedded pre-buckled and pre-twisted elements that exhibit bi-stable behaviour. In the tensile- and compression-based models, structures with constant and gradient wall thicknesses were considered. The proposed structures exhibited repeated stress jumps and drops during loading, indicating their potential for advanced energy absorption applications. Moreover, the proposed structures demonstrated negative stiffness multiple times over specific ranges of displacement which can be beneficial for multi-stage actuators and passive switches.

Journal of Applied PhysicsVol. 138(22)
MetaMateria (United States) (US), K. N. Toosi University of Technology (IR)
Openalex Percentile: Top 59%
Cellular and Composite Structures
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