Reliability verification of stress data from extracted specimens using L CR wave stress data from full-section rail specimens

超声波传感器 材料科学 压力(语言学) 章节(排版) 横截面(物理) 可靠性(半导体) 结构工程 抗压强度 极限抗拉强度 压缩(物理) 超声波检测 声学 应力波 度量(数据仓库) 复合材料 计算机科学 物理 工程类 哲学 语言学 功率(物理) 量子力学 数据库 操作系统
作者
Young-In Hwang,Hyosung Lee,Yong‐Il Kim,Ki-Bok Kim
出处
期刊:Measurement Science and Technology [IOP Publishing]
卷期号:33 (7): 075007-075007 被引量:8
标识
DOI:10.1088/1361-6501/ac5b9e
摘要

Abstract Non-destructive stress measurement using ultrasonic techniques is based on calculation of the acoustoelastic coefficient obtained from the relationship between material stress and sound wave velocity. Longitudinal critically refracted (L CR ) waves are the most suitable for ultrasonic stress measurement testing. This is because these waves exhibit a relatively large change in flight time in relation to a change in stress. In general, to calculate the acoustoelastic coefficient, tensile tests are performed with specimens extracted from the test objects to be inspected, and the difference in the speed of ultrasonic waves is measured in relation to the stress applied. However, train rails are usually subjected to compressive loads and no research has been conducted to confirm whether the results obtained using this method match the coefficients obtained from test objects in full cross-section. Therefore, results from compression tests on full cross-section specimens are needed as reference data to determine the reliability of the results obtained using extracted specimens. In this study, experiments were conducted to compare the result from applying compressive loads to full cross-section specimens to the experimental result obtained from specimens extracted from each rail section. For this purpose, ultrasonic probes capable of generating L CR waves were designed and manufactured to apply the technique to measure the applied stress. Based on the results obtained using this probe, the acoustoelastic coefficient values obtained from each specimen were compared. Then, the feasibility of calculating the internal stresses in railway rails using the acoustoelastic constants obtained from the extracted specimens was determined, and the reliability of the method was verified. It was concluded that there was no significant difference in the acoustoelastic coefficients calculated using the data from extracted specimens and those using full cross-section specimens.
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