A non-contacting system for rail neutral temperature and stress measurements: Concept development

Continuous welded rail has become the standard in modern railway track construction around the world because it alleviates well-documented disadvantages of rail joints in a track. Continuous welded rail practice results in long segments of continuous rail in track that will develop significant therm...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Structural health monitoring 2021-01, Vol.20 (1), p.84-100, Article 1475921720923116
Hauptverfasser: Knopf, Katelyn, Rizos, Dimitris C, Qian, Yu, Sutton, Michael
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 100
container_issue 1
container_start_page 84
container_title Structural health monitoring
container_volume 20
creator Knopf, Katelyn
Rizos, Dimitris C
Qian, Yu
Sutton, Michael
description Continuous welded rail has become the standard in modern railway track construction around the world because it alleviates well-documented disadvantages of rail joints in a track. Continuous welded rail practice results in long segments of continuous rail in track that will develop significant thermal longitudinal stresses due to the absence of expansion joints. Before a continuous welded rail is laid, the rail is free of thermal stresses; the temperature at that time is known as the rail neutral temperature. The design rail neutral temperature is calculated based on local climate projections. As a continuous welded rail is laid, it may be stretched or compressed if the current temperature is not within the calculated design rail neutral temperature range, prior to anchoring the rail down. Upon anchoring, as temperatures deviate from the rail neutral temperature, significant tensile or compressive longitudinal stresses develop, leading to a track buckling or rail pull-apart that compromise the integrity of the track and the safety of train operation. Existing methods to estimate the rail neutral temperature and determine the state of stress in the rail have significant shortcomings related to the ease of implementation, system complexity, practicality, reliability, simplicity, cost, and instrumentation demands. We propose a novel concept for measuring stress in rail segments and determining the rail neutral temperature. The proposed method is based on measurements of nonuniform deformations of the rail under thermal loading, as observed in computer simulations and laboratory investigations. The implementation uses thermal imaging and three-dimensional stereo-digital image correlation technology to acquire full-field deformations. The acquired data are processed to estimate rail neutral temperature and quantify the longitudinal stress in the rail. This article presents the analytical and experimental work that led to the conception of the method and introduces the systematic approach to develop the method along with verification and validation studies.
doi_str_mv 10.1177/1475921720923116
format Article
fullrecord <record><control><sourceid>sage_webof</sourceid><recordid>TN_cdi_crossref_primary_10_1177_1475921720923116</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sage_id>10.1177_1475921720923116</sage_id><sourcerecordid>10.1177_1475921720923116</sourcerecordid><originalsourceid>FETCH-LOGICAL-c281t-ed73a8ac6cae88d89acf464837232bb16eb981aea5d1d1a16238f7a637050f2f3</originalsourceid><addsrcrecordid>eNqNkM1LAzEQxRdRsFbvHnOX1Uyym6TeyuIXFLzoeZlmZ8uWNilJVul_b0rFgyB4mseb-Q2PVxTXwG8BtL6DStczAVrwmZAA6qSYgK6glKDMadZ5XR7258VFjGvOs9RqUuCcOe9K611Cmwa3YnEfE21Z7wMLOGyYozEF3LBs7ihgGgMxdB2LKVCMbEsYs7Ull-I9a7yztEusow_a-N3BvSzOetxEuvqe0-L98eGteS4Xr08vzXxRWmEgldRpiQatskjGdGaGtq9UZaQWUiyXoGg5M4CEdQcdICghTa9RSc1r3oteTgt-_GuDjzFQ3-7CsMWwb4G3h4ra3xVl5OaIfNLS99EOlNP_YJzzWipjhM6KQ742_79uhoRp8K7xo0sZLY9oxBW1az8Gl6v4O9gXFTKI5A</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>A non-contacting system for rail neutral temperature and stress measurements: Concept development</title><source>Access via SAGE</source><creator>Knopf, Katelyn ; Rizos, Dimitris C ; Qian, Yu ; Sutton, Michael</creator><creatorcontrib>Knopf, Katelyn ; Rizos, Dimitris C ; Qian, Yu ; Sutton, Michael</creatorcontrib><description>Continuous welded rail has become the standard in modern railway track construction around the world because it alleviates well-documented disadvantages of rail joints in a track. Continuous welded rail practice results in long segments of continuous rail in track that will develop significant thermal longitudinal stresses due to the absence of expansion joints. Before a continuous welded rail is laid, the rail is free of thermal stresses; the temperature at that time is known as the rail neutral temperature. The design rail neutral temperature is calculated based on local climate projections. As a continuous welded rail is laid, it may be stretched or compressed if the current temperature is not within the calculated design rail neutral temperature range, prior to anchoring the rail down. Upon anchoring, as temperatures deviate from the rail neutral temperature, significant tensile or compressive longitudinal stresses develop, leading to a track buckling or rail pull-apart that compromise the integrity of the track and the safety of train operation. Existing methods to estimate the rail neutral temperature and determine the state of stress in the rail have significant shortcomings related to the ease of implementation, system complexity, practicality, reliability, simplicity, cost, and instrumentation demands. We propose a novel concept for measuring stress in rail segments and determining the rail neutral temperature. The proposed method is based on measurements of nonuniform deformations of the rail under thermal loading, as observed in computer simulations and laboratory investigations. The implementation uses thermal imaging and three-dimensional stereo-digital image correlation technology to acquire full-field deformations. The acquired data are processed to estimate rail neutral temperature and quantify the longitudinal stress in the rail. This article presents the analytical and experimental work that led to the conception of the method and introduces the systematic approach to develop the method along with verification and validation studies.</description><identifier>ISSN: 1475-9217</identifier><identifier>EISSN: 1741-3168</identifier><identifier>DOI: 10.1177/1475921720923116</identifier><language>eng</language><publisher>London, England: SAGE Publications</publisher><subject>Engineering ; Engineering, Multidisciplinary ; Instruments &amp; Instrumentation ; Science &amp; Technology ; Technology</subject><ispartof>Structural health monitoring, 2021-01, Vol.20 (1), p.84-100, Article 1475921720923116</ispartof><rights>The Author(s) 2020</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>true</woscitedreferencessubscribed><woscitedreferencescount>19</woscitedreferencescount><woscitedreferencesoriginalsourcerecordid>wos000536882700001</woscitedreferencesoriginalsourcerecordid><citedby>FETCH-LOGICAL-c281t-ed73a8ac6cae88d89acf464837232bb16eb981aea5d1d1a16238f7a637050f2f3</citedby><cites>FETCH-LOGICAL-c281t-ed73a8ac6cae88d89acf464837232bb16eb981aea5d1d1a16238f7a637050f2f3</cites><orcidid>0000-0001-5764-7911</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://journals.sagepub.com/doi/pdf/10.1177/1475921720923116$$EPDF$$P50$$Gsage$$H</linktopdf><linktohtml>$$Uhttps://journals.sagepub.com/doi/10.1177/1475921720923116$$EHTML$$P50$$Gsage$$H</linktohtml><link.rule.ids>314,780,784,21819,27924,27925,43621,43622</link.rule.ids></links><search><creatorcontrib>Knopf, Katelyn</creatorcontrib><creatorcontrib>Rizos, Dimitris C</creatorcontrib><creatorcontrib>Qian, Yu</creatorcontrib><creatorcontrib>Sutton, Michael</creatorcontrib><title>A non-contacting system for rail neutral temperature and stress measurements: Concept development</title><title>Structural health monitoring</title><addtitle>STRUCT HEALTH MONIT</addtitle><description>Continuous welded rail has become the standard in modern railway track construction around the world because it alleviates well-documented disadvantages of rail joints in a track. Continuous welded rail practice results in long segments of continuous rail in track that will develop significant thermal longitudinal stresses due to the absence of expansion joints. Before a continuous welded rail is laid, the rail is free of thermal stresses; the temperature at that time is known as the rail neutral temperature. The design rail neutral temperature is calculated based on local climate projections. As a continuous welded rail is laid, it may be stretched or compressed if the current temperature is not within the calculated design rail neutral temperature range, prior to anchoring the rail down. Upon anchoring, as temperatures deviate from the rail neutral temperature, significant tensile or compressive longitudinal stresses develop, leading to a track buckling or rail pull-apart that compromise the integrity of the track and the safety of train operation. Existing methods to estimate the rail neutral temperature and determine the state of stress in the rail have significant shortcomings related to the ease of implementation, system complexity, practicality, reliability, simplicity, cost, and instrumentation demands. We propose a novel concept for measuring stress in rail segments and determining the rail neutral temperature. The proposed method is based on measurements of nonuniform deformations of the rail under thermal loading, as observed in computer simulations and laboratory investigations. The implementation uses thermal imaging and three-dimensional stereo-digital image correlation technology to acquire full-field deformations. The acquired data are processed to estimate rail neutral temperature and quantify the longitudinal stress in the rail. This article presents the analytical and experimental work that led to the conception of the method and introduces the systematic approach to develop the method along with verification and validation studies.</description><subject>Engineering</subject><subject>Engineering, Multidisciplinary</subject><subject>Instruments &amp; Instrumentation</subject><subject>Science &amp; Technology</subject><subject>Technology</subject><issn>1475-9217</issn><issn>1741-3168</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>HGBXW</sourceid><recordid>eNqNkM1LAzEQxRdRsFbvHnOX1Uyym6TeyuIXFLzoeZlmZ8uWNilJVul_b0rFgyB4mseb-Q2PVxTXwG8BtL6DStczAVrwmZAA6qSYgK6glKDMadZ5XR7258VFjGvOs9RqUuCcOe9K611Cmwa3YnEfE21Z7wMLOGyYozEF3LBs7ihgGgMxdB2LKVCMbEsYs7Ull-I9a7yztEusow_a-N3BvSzOetxEuvqe0-L98eGteS4Xr08vzXxRWmEgldRpiQatskjGdGaGtq9UZaQWUiyXoGg5M4CEdQcdICghTa9RSc1r3oteTgt-_GuDjzFQ3-7CsMWwb4G3h4ra3xVl5OaIfNLS99EOlNP_YJzzWipjhM6KQ742_79uhoRp8K7xo0sZLY9oxBW1az8Gl6v4O9gXFTKI5A</recordid><startdate>202101</startdate><enddate>202101</enddate><creator>Knopf, Katelyn</creator><creator>Rizos, Dimitris C</creator><creator>Qian, Yu</creator><creator>Sutton, Michael</creator><general>SAGE Publications</general><general>Sage</general><scope>BLEPL</scope><scope>DTL</scope><scope>HGBXW</scope><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0001-5764-7911</orcidid></search><sort><creationdate>202101</creationdate><title>A non-contacting system for rail neutral temperature and stress measurements: Concept development</title><author>Knopf, Katelyn ; Rizos, Dimitris C ; Qian, Yu ; Sutton, Michael</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c281t-ed73a8ac6cae88d89acf464837232bb16eb981aea5d1d1a16238f7a637050f2f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Engineering</topic><topic>Engineering, Multidisciplinary</topic><topic>Instruments &amp; Instrumentation</topic><topic>Science &amp; Technology</topic><topic>Technology</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Knopf, Katelyn</creatorcontrib><creatorcontrib>Rizos, Dimitris C</creatorcontrib><creatorcontrib>Qian, Yu</creatorcontrib><creatorcontrib>Sutton, Michael</creatorcontrib><collection>Web of Science Core Collection</collection><collection>Science Citation Index Expanded</collection><collection>Web of Science - Science Citation Index Expanded - 2021</collection><collection>CrossRef</collection><jtitle>Structural health monitoring</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Knopf, Katelyn</au><au>Rizos, Dimitris C</au><au>Qian, Yu</au><au>Sutton, Michael</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A non-contacting system for rail neutral temperature and stress measurements: Concept development</atitle><jtitle>Structural health monitoring</jtitle><stitle>STRUCT HEALTH MONIT</stitle><date>2021-01</date><risdate>2021</risdate><volume>20</volume><issue>1</issue><spage>84</spage><epage>100</epage><pages>84-100</pages><artnum>1475921720923116</artnum><issn>1475-9217</issn><eissn>1741-3168</eissn><abstract>Continuous welded rail has become the standard in modern railway track construction around the world because it alleviates well-documented disadvantages of rail joints in a track. Continuous welded rail practice results in long segments of continuous rail in track that will develop significant thermal longitudinal stresses due to the absence of expansion joints. Before a continuous welded rail is laid, the rail is free of thermal stresses; the temperature at that time is known as the rail neutral temperature. The design rail neutral temperature is calculated based on local climate projections. As a continuous welded rail is laid, it may be stretched or compressed if the current temperature is not within the calculated design rail neutral temperature range, prior to anchoring the rail down. Upon anchoring, as temperatures deviate from the rail neutral temperature, significant tensile or compressive longitudinal stresses develop, leading to a track buckling or rail pull-apart that compromise the integrity of the track and the safety of train operation. Existing methods to estimate the rail neutral temperature and determine the state of stress in the rail have significant shortcomings related to the ease of implementation, system complexity, practicality, reliability, simplicity, cost, and instrumentation demands. We propose a novel concept for measuring stress in rail segments and determining the rail neutral temperature. The proposed method is based on measurements of nonuniform deformations of the rail under thermal loading, as observed in computer simulations and laboratory investigations. The implementation uses thermal imaging and three-dimensional stereo-digital image correlation technology to acquire full-field deformations. The acquired data are processed to estimate rail neutral temperature and quantify the longitudinal stress in the rail. This article presents the analytical and experimental work that led to the conception of the method and introduces the systematic approach to develop the method along with verification and validation studies.</abstract><cop>London, England</cop><pub>SAGE Publications</pub><doi>10.1177/1475921720923116</doi><tpages>17</tpages><orcidid>https://orcid.org/0000-0001-5764-7911</orcidid></addata></record>
fulltext fulltext
identifier ISSN: 1475-9217
ispartof Structural health monitoring, 2021-01, Vol.20 (1), p.84-100, Article 1475921720923116
issn 1475-9217
1741-3168
language eng
recordid cdi_crossref_primary_10_1177_1475921720923116
source Access via SAGE
subjects Engineering
Engineering, Multidisciplinary
Instruments & Instrumentation
Science & Technology
Technology
title A non-contacting system for rail neutral temperature and stress measurements: Concept development
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T18%3A05%3A08IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-sage_webof&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20non-contacting%20system%20for%20rail%20neutral%20temperature%20and%20stress%20measurements:%20Concept%20development&rft.jtitle=Structural%20health%20monitoring&rft.au=Knopf,%20Katelyn&rft.date=2021-01&rft.volume=20&rft.issue=1&rft.spage=84&rft.epage=100&rft.pages=84-100&rft.artnum=1475921720923116&rft.issn=1475-9217&rft.eissn=1741-3168&rft_id=info:doi/10.1177/1475921720923116&rft_dat=%3Csage_webof%3E10.1177_1475921720923116%3C/sage_webof%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rft_sage_id=10.1177_1475921720923116&rfr_iscdi=true