轴向拉压式U型厚壁金属波纹管阻尼器抗震性能研究
作者:
作者单位:

1.兰州理工大学土木工程学院, 甘肃 兰州 730050 ;2.西部土木工程防灾减灾教育部工程研究中心, 甘肃 兰州 730050

作者简介:

郑国足(1986-),男,博士,讲师,研究方向:建筑结构抗震。E-mail:zgz115@lut.edu.cn。

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基金项目:

国家自然科学基金 (51578273);教育部长江学者和创新团队发展计划项目(IRT_17R51);甘肃省科技计划项目(20JR5RA439)


Seismic performance of an axial compression-tension,U-shaped, and thick-walled metal bellows damper
Author:
Affiliation:

1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050 , Gansu, China ;2.Western Engineering Research Center of Disaster Mitigation in Civil Engineeringof Ministry of Education, Lanzhou 730050 , Gansu, China

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    摘要:

    针对传统金属阻尼器承载力不足、极限变形较小等问题,提出一种新型轴向拉压式U型厚壁金属波纹管阻尼器。通过改变波纹管的壁厚、内径及波数等参数来调整阻尼器的承载力、初始刚度、极限变形及延性;采用有限元分析手段,对阻尼器的核心耗能元件进行单调及低周往复加载条件下的力学性能分析。研究核心耗能元件的内径、壁厚、波纹平均半径、U型波纹直边长度、材料屈服强度及波数这6个独立变量对其力学性能的影响关系,提出阻尼器极限位移的计算方法,给出阻尼器受拉屈服后刚度与屈服前刚度之比的拟合公式,揭示出新型阻尼器的受力机理,建立阻尼器的恢复力模型。同时,针对U型波纹管建立考虑边波效应的修正简化计算方法,并与规范法进行比较。研究结果表明:修正后的简化分析方法与规范法相比具有更高的精度;阻尼器滞回曲线饱满、耗能能力强、变形大、延性高;金属波纹管的刚度、屈服荷载、屈服后刚度及极限荷载均随壁厚的增加而显著增大;随着波数的增加,核心耗能元件的极限变形、延性及累积耗能显著提高,但受拉屈服后刚度降低;建议阻尼器设计时波纹平均径厚比不大于3.8,最大设计工作位移不大于极限位移的0.8倍。

    Abstract:

    Traditional dampers often have low bearing capacity or poor deformation ability. To address these issues, this paper proposes a novel axial compression-tension, U-shaped, and thick-walled metal bellows damper. The performance of the damper can be changed by adjusting different parameters of the bellows. For example, increasing the wall thickness and inner diameter of the bellows can improve the bearing capacity and initial stiffness of the damper, and increasing the number of convolutions of the bellows can increase its ultimate deformation and ductility. The mechanical characteristics of energy-dissipation elements of the damper were analyzed under monotonic and cyclic loads using the finite element method. The influence of six independent variables on the mechanical properties of energy-dissipation elements was studied, including inner diameter, wall thickness, average convolution radius, straight edge length of U-shaped convolution, material yield strength, and convolution number. A method for calculating the ultimate displacement of the damper was developed, and a fitting formula for the ratio of post-yield stiffness to pre-yield stiffness was put forward. In addition, the stress mechanism of the novel damper was revealed, and the restoring force model of the damper was established. A simplified calculation method was developed for U-shaped bellows. The method was later corrected to consider the end convolution effect and then compared to the standard method. The results show that the correction method has higher accuracy than the standard method. The novel damper has a large deformation capacity, excellent ductility, and a full hysteresis loop, clearly showing its outstanding energy-dissipation capability. As the wall thickness increases, the stiffness, yield load, post-yield stiffness, and ultimate load of metal bellows increase significantly. As the number of convolutions increases, the ultimate deformation, ductility, and accumulated energy dissipation of metal bellows increase significantly, while its post-yield stiffness under tension decreases. It is suggested that the average aspect ratio of convolution should not exceed 3.8, and the maximum design displacement should be less than 0.8 times of ultimate displacement when designing the damper.

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郑国足,韩建平.轴向拉压式U型厚壁金属波纹管阻尼器抗震性能研究[J].地震工程学报,2024,46(6):1318-1330. DOI:10.20000/j.1000-0844.20230116003

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  • 收稿日期:2023-01-16
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  • 在线发布日期: 2024-11-08