Experimental Consideration of Conditions for Measuring Residual Stresses of Rails Using Magnetic Barkhausen Noise Method.

magnetic Barkhausen noise magnetic method non-destructive evaluation (NDE) railway rail residual stress stress measurement

Journal

Materials (Basel, Switzerland)
ISSN: 1996-1944
Titre abrégé: Materials (Basel)
Pays: Switzerland
ID NLM: 101555929

Informations de publication

Date de publication:
17 Sep 2021
Historique:
received: 23 08 2021
revised: 10 09 2021
accepted: 15 09 2021
entrez: 28 9 2021
pubmed: 29 9 2021
medline: 29 9 2021
Statut: epublish

Résumé

Residual stress, a factor affecting the fatigue and fracture characteristics of rails, is formed during the processes of fabrication and heat treatment, and is also generated by vertical loads on wheels due to the weight of vehicles. Moreover, damage to rails tends to accelerate due to the continuous increase in the number of passes and to the high speed of passing vehicles. Because this can have a direct effect on safety accidents, having a technique to evaluate and analyze the residual stresses in rails accurately is very important. In this study, stresses due to tensile loads applied to new rails and residual stresses remaining in used rails were measured by using magnetic Barkhausen noise method. First, a magnetization frequency and noise band suitable for the rails were selected. Moreover, by applying tensile loads to specimens and comparing the difference in magnetization amplitudes for each load, the stresses applied to the rails by using the magnetic Barkhausen noise method were measured, and the analysis of the results was verified. Based on these results, the difference in the results for the loads asymmetrically applied according to the wheel shape was analyzed by measuring for the head parts of used rails.

Identifiants

pubmed: 34576602
pii: ma14185374
doi: 10.3390/ma14185374
pmc: PMC8465232
pii:
doi:

Types de publication

Journal Article

Langues

eng

Subventions

Organisme : Korea Research Institute of Standards and Science
ID : KRISS-2021-21011008
Organisme : Korea Agency for Infrastructure Technology Advancement
ID : 21CTAP-C152115-03

Références

Sci Total Environ. 2020 Dec 1;746:141001
pubmed: 32795756

Auteurs

Young-In Hwang (YI)

Safety Measurement Institute, Korea Research Institute of Standards and Science, 267, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea.

Yong-Il Kim (YI)

Safety Measurement Institute, Korea Research Institute of Standards and Science, 267, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea.
Department of Nano Science, University of Science and Technology, 217, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea.

Dae-Cheol Seo (DC)

Safety Measurement Institute, Korea Research Institute of Standards and Science, 267, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea.

Mu-Kyung Seo (MK)

Smart Control & Sensing, 187, Techno 2-ro, Yuseong-gu, Daejeon 34025, Korea.

Woo-Sang Lee (WS)

Smart Control & Sensing, 187, Techno 2-ro, Yuseong-gu, Daejeon 34025, Korea.

Segon Kwon (S)

KORAIL Research Institute, Korea Railroad Corporation, 240, Joongang-ro, Dong-gu, Daejeon 34618, Korea.

Ki-Bok Kim (KB)

Safety Measurement Institute, Korea Research Institute of Standards and Science, 267, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea.
Department of Science of Measurement, University of Science and Technology, 217, Gajeong-ro, Yuseong-gu, Daejeon 34113, Korea.

Classifications MeSH