Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain
Dynamic deflection of a railroad sleeper works as an indicator of ballast stiffness, reflecting the health conditions of a ballast track. However, difficulty exists in measuring dynamic deflection of a railroad sleeper by conventional deflection transducers such as a linear variable differential tra...
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MDPI AG
2018-07-01
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doaj-342ab1ca603a4d88adbd5518ce91d6b82020-11-25T00:22:40ZengMDPI AGSensors1424-82202018-07-01187218210.3390/s18072182s18072182Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and StrainSung-Ho Joh0Katherine Magno1Sung Ho Hwang2Department of Civil and Environmental Engineering, Chung-Ang University, Seoul 06974, KoreaDepartment of Civil and Environmental Engineering, Chung-Ang University, Seoul 06974, KoreaAdvanced Railroad Civil Engineering Division, Korean Research Railroad Institute, Gyeonggi-do 16105, KoreaDynamic deflection of a railroad sleeper works as an indicator of ballast stiffness, reflecting the health conditions of a ballast track. However, difficulty exists in measuring dynamic deflection of a railroad sleeper by conventional deflection transducers such as a linear variable differential transformer (LVDT) or a potentiometer. This is because a fixed reference point is unattainable due to ground vibrations during train passage. In this paper, a patented signal processing technique for evaluation of pseudo-deflection is presented to recover dynamic deflection of a railroad sleeper using a coupled measurement of acceleration and strain at the concrete sleeper. The presented technique combines high-frequency deflections calculated from double integration of acceleration and low-frequency deflections determined from strains. Validity of the combined deflections was shown by the deflections measured with a camera target on a concrete sleeper, captured by a high-resolution DSLR camera with superb video capturing features and processed by computer vision techniques, such as Canny edge detection and Blob analysis.http://www.mdpi.com/1424-8220/18/7/2182deflectionrailroad sleeperstructural health monitoringballast trackcomputer vision |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Sung-Ho Joh Katherine Magno Sung Ho Hwang |
spellingShingle |
Sung-Ho Joh Katherine Magno Sung Ho Hwang Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain Sensors deflection railroad sleeper structural health monitoring ballast track computer vision |
author_facet |
Sung-Ho Joh Katherine Magno Sung Ho Hwang |
author_sort |
Sung-Ho Joh |
title |
Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain |
title_short |
Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain |
title_full |
Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain |
title_fullStr |
Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain |
title_full_unstemmed |
Dynamic Deflection of a Railroad Sleeper from the Coupled Measurements of Acceleration and Strain |
title_sort |
dynamic deflection of a railroad sleeper from the coupled measurements of acceleration and strain |
publisher |
MDPI AG |
series |
Sensors |
issn |
1424-8220 |
publishDate |
2018-07-01 |
description |
Dynamic deflection of a railroad sleeper works as an indicator of ballast stiffness, reflecting the health conditions of a ballast track. However, difficulty exists in measuring dynamic deflection of a railroad sleeper by conventional deflection transducers such as a linear variable differential transformer (LVDT) or a potentiometer. This is because a fixed reference point is unattainable due to ground vibrations during train passage. In this paper, a patented signal processing technique for evaluation of pseudo-deflection is presented to recover dynamic deflection of a railroad sleeper using a coupled measurement of acceleration and strain at the concrete sleeper. The presented technique combines high-frequency deflections calculated from double integration of acceleration and low-frequency deflections determined from strains. Validity of the combined deflections was shown by the deflections measured with a camera target on a concrete sleeper, captured by a high-resolution DSLR camera with superb video capturing features and processed by computer vision techniques, such as Canny edge detection and Blob analysis. |
topic |
deflection railroad sleeper structural health monitoring ballast track computer vision |
url |
http://www.mdpi.com/1424-8220/18/7/2182 |
work_keys_str_mv |
AT sunghojoh dynamicdeflectionofarailroadsleeperfromthecoupledmeasurementsofaccelerationandstrain AT katherinemagno dynamicdeflectionofarailroadsleeperfromthecoupledmeasurementsofaccelerationandstrain AT sunghohwang dynamicdeflectionofarailroadsleeperfromthecoupledmeasurementsofaccelerationandstrain |
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