负刚度扭转超结构力学性能研究

王钦泽; 韩宾; 郑培远; 刘志鹏; 张琦

doi:10.21656/1000-0887.450082

负刚度扭转超结构力学性能研究

doi: 10.21656/1000-0887.450082

西安交通大学机械工程学院，西安 710049

基金项目:

国家自然科学基金（52250287）

详细信息

作者简介:
王钦泽（2000—），男，硕士生(E-mail: a1309148215@stu.xjtu.edu.cn)；韩宾（1986—），男，副教授，博士(通讯作者. E-mail: hanbinghost@mail.xjtu.edu.cn).

通讯作者:
韩宾（1986—），男，副教授，博士(通讯作者. E-mail: hanbinghost@mail.xjtu.edu.cn).

中图分类号: O3
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- 被引次数: 0
出版历程
- 收稿日期: 2024-04-01
- 修回日期: 2024-05-18
- 网络出版日期: 2024-09-06

Research on Mechanical Properties of Negative Stiffness Torsion Metastructures

School of Mechanical Engineering, Xi’an Jiaotong University, Xi’an 710049, P.R.China

Funds:

The National Science Foundation of China(52250287)

摘要

摘要: 通过屈曲变形实现非损伤耗散能量的负刚度超结构，为可重复使用的缓冲防护器件提供了新的设计思路，但其耗散能力较弱、难以过载保护的缺点限制了实际应用.为增强耗能性能及最大允许变形量，将负刚度铰接梁与具有压扭效应的斜杆串联组合，设计了一种负刚度扭转超结构，通过引入扭转变形缓解了过载导致的应力集中.建立了负刚度扭转单元模型，通过刚度匹配设计实现了对力学性能的调控，使负刚度扭转超结构表现出突跳行为，产生加卸载曲线不重合的迟滞现象，从而极大地提高了能量耗散能力.通过结构参数及刚度关系的优化设计，负刚度扭转超结构的最大等效压缩应变可达71%，相同层数下，能量耗散能力可以达到传统屈曲梁超结构的两倍.
- 负刚度 /
- 扭转超结构 /
- 串联设计 /
- 能量耗散
Abstract: The negative stiffness metastructures provide a novel design strategy for reusable protective devices with the nondamage buckling energy dissipation mechanisms. However, the weak cushioning capacity and the measly overloading protection restrict the practical applications. To enhance the energy dissipation and maximum allowable deformation, a negative stiffness torsion metastructure was developed with substructures including buckling hinged beams and inclined beams. Through introduction of compressiontorsion coupling effects, the stress concentration caused by overload can be alleviated. Based on a series model for the negative stiffness torsion element, a strategy to control the mechanical properties was proposed through design of the matching relations of stiffnesses. Snapthrough behaviors and hysteresis phenomena can be obtained on the nonoverlapping loading and unloading curves, to greatly improve the energy dissipation capacity. The optimization of geometric parameters and stiffness relations increases the maximum equivalent compressive strain of the negative stiffness torsion metastructure by 71%. Additionally, compared to the traditional buckling beam metastructures with the same number of layers, the negative stiffness torsion metastructure can double in the energy dissipation capacity.
- negative stiffness /
- torsion metastructure /
- series design /
- energy dissipation

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