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单轴应力对在钢构件中传播的剪切波频谱的影响。

Influence of Uniaxial Stress on the Shear-Wave Spectrum Propagating in Steel Members.

机构信息

Harbin Institute of Technology Shenzhen, Shenzhen 518055, China.

出版信息

Sensors (Basel). 2019 Jan 25;19(3):492. doi: 10.3390/s19030492.

Abstract

Structural health monitoring technologies have provided extensive methods to sense the stress of steel structures. However, monitored stress is a relative value rather than an absolute value in the structure's current state. Among all the stress measurement methods, ultrasonic methods have shown great promise. The shear-wave amplitude spectrum and phase spectrum contain stress information along the propagation path. In this study, the influence of uniaxial stress on the amplitude and phase spectra of a shear wave propagating in steel members was investigated. Furthermore, the shear-wave amplitude spectrum and phase spectrum were compared in terms of characteristic frequency (CF) collection, parametric calibration, and absolute stress measurement principles. Specifically, the theoretical expressions of the shear-wave amplitude and phase spectra were derived. Three steel members were used to investigate the effect of the uniaxial stress on the shear-wave amplitude and phase spectra. CFs were extracted and used to calibrate the parameters in the stress measurement formula. A linear relationship was established between the inverse of the CF and its corresponding stress value. The test results show that both the shear-wave amplitude and phase spectra can be used to evaluate uniaxial stress in structural steel members.

摘要

结构健康监测技术为感知钢结构的应力提供了广泛的方法。然而,在结构的当前状态下,监测到的应力是一个相对值而不是绝对值。在所有的应力测量方法中,超声方法显示出了巨大的潜力。横波的幅度谱和相位谱包含了沿传播路径的应力信息。在本研究中,研究了单轴应力对在钢构件中传播的横波的幅度谱和相位谱的影响。此外,还从特征频率(CF)采集、参数标定和绝对应力测量原理等方面对剪切波幅度谱和相位谱进行了比较。具体来说,推导出了横波幅度谱和相位谱的理论表达式。使用三个钢构件研究了单轴应力对剪切波幅度谱和相位谱的影响。提取了 CF 并用于标定应力测量公式中的参数。建立了 CF 的倒数与其对应的应力值之间的线性关系。测试结果表明,横波的幅度谱和相位谱都可以用来评估结构钢构件中的单轴应力。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e808/6386858/e193477e7aa2/sensors-19-00492-g001.jpg

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