CLC number: TH16
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2018-05-09
Cited: 0
Clicked: 4255
Zhi Chao Ong, Hong Cheet Lim, Anders Brandt. Automated impact device with non-synchronous impacts: a practical solution for modal testing during operation[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A1700431 @article{title="Automated impact device with non-synchronous impacts: a practical solution for modal testing during operation", %0 Journal Article TY - JOUR
实现异步冲击的自动冲击装置: 一种针对操作过程中模态测试的实用方案创新点:1. 引入具有可调冲击参数的自动冲击装置; 2. 该装置可通过控制施加冲击的时间步来确保冲击和来自循环载荷组件的响应异步; 3. 当周期性响应的相位与装置所施加的冲击信号不一致时,加速响应中未知力源的影响会被降到最小. 方法:1. 分别使用数字方波信号的波峰和波谷来控制自动冲击装置的"开"和"关"状态; 2. 通过调控样本大小(1024个)、采样率(50 000个/秒)、占空比(0.5%)和冲击频率(97.78 Hz)(或周期)等参数得到不同的冲击图形. 结论:1. 使用可实现异步冲击的自动冲击装置可以估算第3阶自然模态; 2. 前3种自然模态可以被成功确定并与基准实验模态分析结果具有良好的相关性,表现为低于1.67%的自然频率差异,1.79%~12.54%的阻尼比差异以及介于0.893和0.925之间的模态置信度. 3. 针对谐波干扰对相位的影响,相比于使用手动冲击锤来增强频率响应函数估计和模态提取数据,使用可实现异步冲击的自动冲击装置是一种更可行的选择. 关键词组: Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article
Reference[1]Avitabile P, 2001. Experimental modal analysis—a simple non-mathematical presentation. Sound and Vibration, 35(1):20-31. [2]Cakir F, Uysal H, 2015. Experimental modal analysis of brick masonry arches strengthened prepreg composites. Journal of Cultural Heritage, 16(3):284-292. [3]Cunha A, Caetano E, 2006. Experimental modal analysis of civil engineering structures. Sound and Vibration, 40(6):12-20. [4]Dziedziech K, Staszewski WJ, Uhl T, 2015. Wavelet-based modal analysis for time-variant systems. Mechanical Systems and Signal Processing, 50-51:323-337. [5]Ewins DJ, 1984. Modal Testing: Theory and Practice. Research Studies Press, Letchworth, UK. [6]Fayyadh MM, Razak HA, 2013. Damage identification and assessment in RC structures using vibration data: a review. Journal of Civil Engineering and Management, 19(3):375-386. [7]Fransen S, Rixen D, Henriksen T, et al., 2011. On the operational modal analysis of solid rocket motors. In: Proulx T (Ed.), Structural Dynamics, Volume 3. Springer, New York, USA, p.453-463. [8]Garcia-Perez A, Amezquita-Sanchez JP, Dominguez-Gonzalez A, et al., 2013. Fused empirical mode decomposition and wavelets for locating combined damage in a truss-type structure through vibration analysis. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 14(9):615-630. [9]Hashim H, Ibrahim Z, Razak HA, 2013. Dynamic characteristics and model updating of damaged slab from ambient vibration measurements. Measurement, 46(4):1371-1378. [10]Loh SK, Faris WF, Hamdi M, et al., 2011. Vibrational characteristics of piping system in air conditioning outdoor unit. Science China—Technological Sciences, 54(5):1154-1168. [11]Mohanty P, Rixen DJ, 2004. Operational modal analysis in the presence of harmonic excitation. Journal of Sound and Vibration, 270(1-2):93-109. [12]Ong ZC, Lee CC, 2015. Investigation of impact profile and isolation effect in automated impact device design and control for operational modal analysis. Journal of Dynamic Systems Measurement and Control, 137(9):094504. [13]Ong ZC, Lim HC, Khoo SY, et al., 2016. An experimental investigation on the effects of exponential window and impact force level on harmonic reduction in impact-synchronous modal analysis. Journal of Mechanical Science and Technology, 30(8):3523-3532. [14]Ong ZC, Lim HC, Khoo SY, et al., 2017. Assessment of the phase synchronization effect in modal testing during operation. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 18(2):92-105. [15]Rahman AGA, Ismail Z, Noroozi S, et al., 2014. Enhancement of impact-synchronous modal analysis with number of averages. Journal of Vibration and Control, 20(11):1645-1655. [16]Thomson WT, 1983. Theory of Vibration with Applications. Allen & Unwin, London, UK. [17]Wang H, Zou KG, Li AQ, et al., 2010. Parameter effects on the dynamic characteristics of a super-long-span triple-tower suspension bridge. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 11(5):305-316. [18]William TT, Marie DD, 1998. Theory of Vibration with Applications. Prentice Hall, New Jersey, USA. [19]Xu YL, Zhang XH, Zhu SY, et al., 2016. Multi-type sensor placement and response reconstruction for structural health monitoring of long-span suspension bridges. Science Bulletin, 61(4):313-329. Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou
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