A quasi-zero stiffness unit, a metamaterial vibration isolation structure and a design method suitable for different tensile loads

By parametrically designing and combining tensile unit configurations in multiple levels, and by combining the interaction between positive and negative stiffness, the stiffness response of the structure under different loads is controlled, which solves the problem of poor adaptability of quasi-zero stiffness structures under tensile conditions and achieves stable low-frequency vibration isolation performance over a wide load range.

CN122589907APending Publication Date: 2026-08-18TONGJI UNIV +1
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Patent Information

Application Number
CN202610793224.5
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-06-03
Publication Date
2026-08-18

AI Technical Summary

Technical Problem

Existing quasi-zero stiffness structures have poor adaptability under tensile conditions and are difficult to maintain stable low-frequency vibration isolation performance under variable tensile loads. Traditional design methods are difficult to meet the needs of engineering applications.

Method used

By parametrically designing and multi-level combining the tensile unit configuration, and combining the interaction between positive and negative stiffness, the stiffness response of the structure under different loads can be controlled. Furthermore, by adjusting the parameters, the quasi-zero stiffness platform can be adaptively adjusted to adapt to different tensile load conditions.

Benefits of technology

It achieves stable low dynamic stiffness characteristics over a wide load range, improves the low-frequency vibration isolation performance and adaptability of the structure, and avoids vibration isolation performance failure caused by load changes.

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Abstract

The application relates to the technical field of new materials, and discloses a quasi-zero stiffness unit suitable for different tensile loads, a metamaterial vibration isolation structure and a design method, which comprise a first rigid side wall and a second rigid side wall, a positive stiffness unit is arranged in the center of the first rigid side wall, a negative stiffness unit is arranged at the opening of the top of the first rigid side wall, and one end of the second rigid side wall is connected with the vertex of the positive stiffness unit and extends upwards through the negative stiffness unit. The application realizes the regulation and control of the stiffness response of the structure under the action of different loads by parameterizing the design and multi-level combination of the tensile unit configuration and combining the interaction of the positive stiffness and the negative stiffness, the quasi-zero stiffness platform of the structure can be adjusted with the change of the tensile load, so that the stable low dynamic stiffness characteristics of the structure can be maintained within a wide load range, and then the adaptive regulation and control and flexible control of the low-frequency vibration isolation performance are realized.
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