Development and Evaluation of Rail Steel Grade for Damage Restraint to High Rail in Curve Sections
The head hardened rail (HH340 rail, 340HB) which is harder than the normal rail (AS rolled rail, 270HB) is used as the high rail in curve sections to reduce the wear. The HH340 rail shows a wear resistantce effect. However, in late years, the Gauge Corner Cracking occurs to the HH340 rail of the hig...
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Veröffentlicht in: | Quarterly Report of RTRI 2017/02/01, Vol.58(1), pp.50-56 |
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creator | KANEMATSU, Yoshikazu MATSUI, Motohide TSUIJIE, Masahiro |
description | The head hardened rail (HH340 rail, 340HB) which is harder than the normal rail (AS rolled rail, 270HB) is used as the high rail in curve sections to reduce the wear. The HH340 rail shows a wear resistantce effect. However, in late years, the Gauge Corner Cracking occurs to the HH340 rail of the high rail in curve sections with a curve radius of 600 m to 800 m. Therefore, authors developed a new type head hardened rail in this study for the purpose of the prevention of rail failure and the reduction of track maintenance. |
doi_str_mv | 10.2219/rtriqr.58.1_50 |
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The HH340 rail shows a wear resistantce effect. However, in late years, the Gauge Corner Cracking occurs to the HH340 rail of the high rail in curve sections with a curve radius of 600 m to 800 m. Therefore, authors developed a new type head hardened rail in this study for the purpose of the prevention of rail failure and the reduction of track maintenance.</description><identifier>ISSN: 0033-9008</identifier><identifier>EISSN: 1880-1765</identifier><identifier>DOI: 10.2219/rtriqr.58.1_50</identifier><language>eng</language><publisher>Tokyo: Railway Technical Research Institute</publisher><subject>Cracking (fracturing) ; Damage assessment ; Fracture mechanics ; gauge corner cracking ; head hardened rail ; Quality ; rail steel grade ; Rail steels ; Structural steels ; Wear</subject><ispartof>Quarterly Report of RTRI, 2017/02/01, Vol.58(1), pp.50-56</ispartof><rights>2017 by Railway Technical Research Institute</rights><rights>Copyright Japan Science and Technology Agency 2017</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c4450-e3b582c93a6c1657617b4b1fd5dea67e8dc215bf5e18e5b3fa6af7e4415f299b3</citedby><cites>FETCH-LOGICAL-c4450-e3b582c93a6c1657617b4b1fd5dea67e8dc215bf5e18e5b3fa6af7e4415f299b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,781,785,1884,27926,27927</link.rule.ids></links><search><creatorcontrib>KANEMATSU, Yoshikazu</creatorcontrib><creatorcontrib>MATSUI, Motohide</creatorcontrib><creatorcontrib>TSUIJIE, Masahiro</creatorcontrib><title>Development and Evaluation of Rail Steel Grade for Damage Restraint to High Rail in Curve Sections</title><title>Quarterly Report of RTRI</title><addtitle>QR of RTRI</addtitle><description>The head hardened rail (HH340 rail, 340HB) which is harder than the normal rail (AS rolled rail, 270HB) is used as the high rail in curve sections to reduce the wear. 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Therefore, authors developed a new type head hardened rail in this study for the purpose of the prevention of rail failure and the reduction of track maintenance.</description><subject>Cracking (fracturing)</subject><subject>Damage assessment</subject><subject>Fracture mechanics</subject><subject>gauge corner cracking</subject><subject>head hardened rail</subject><subject>Quality</subject><subject>rail steel grade</subject><subject>Rail steels</subject><subject>Structural steels</subject><subject>Wear</subject><issn>0033-9008</issn><issn>1880-1765</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNpVkMFLwzAUxoMoOHRXzwHPrUnTtOlJZJubMBA2PYc0fdkyumZLuoH_vRmVge_yDu_3fe-9D6EnStIso9WL7709-pSLlEpObtCICkESWhb8Fo0IYSypCBH3aByCrQnJYjFBRqiewhlad9hD12PVNXh2Vu1J9dZ12Bm8UrbF6x6gxXOvGsDGeTxVe7UBvILQe2Wjrnd4YTfbgbYdnpz8GfAa9MUmPKI7o9oA47_-gL7fZ1-TRbL8nH9M3paJznNOEmA1F5mumCo0LXhZ0LLOa2oa3oAqShCNziivDQcqgNfMqEKZEvKccpNVVc0e0PPge_DueIrHyZ07-S6ulDGMnJVFQXik0oHS3oXgwciDt3vlfyQl8hKlHKKUXMhLlFHwOgh2oY9vX3Hle6tb-I-LqLhO9FZ5CR37BSRmgBk</recordid><startdate>20170101</startdate><enddate>20170101</enddate><creator>KANEMATSU, Yoshikazu</creator><creator>MATSUI, Motohide</creator><creator>TSUIJIE, Masahiro</creator><general>Railway Technical Research Institute</general><general>Japan Science and Technology Agency</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20170101</creationdate><title>Development and Evaluation of Rail Steel Grade for Damage Restraint to High Rail in Curve Sections</title><author>KANEMATSU, Yoshikazu ; MATSUI, Motohide ; TSUIJIE, Masahiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c4450-e3b582c93a6c1657617b4b1fd5dea67e8dc215bf5e18e5b3fa6af7e4415f299b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Cracking (fracturing)</topic><topic>Damage assessment</topic><topic>Fracture mechanics</topic><topic>gauge corner cracking</topic><topic>head hardened rail</topic><topic>Quality</topic><topic>rail steel grade</topic><topic>Rail steels</topic><topic>Structural steels</topic><topic>Wear</topic><toplevel>online_resources</toplevel><creatorcontrib>KANEMATSU, Yoshikazu</creatorcontrib><creatorcontrib>MATSUI, Motohide</creatorcontrib><creatorcontrib>TSUIJIE, Masahiro</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Quarterly Report of RTRI</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>KANEMATSU, Yoshikazu</au><au>MATSUI, Motohide</au><au>TSUIJIE, Masahiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Development and Evaluation of Rail Steel Grade for Damage Restraint to High Rail in Curve Sections</atitle><jtitle>Quarterly Report of RTRI</jtitle><addtitle>QR of RTRI</addtitle><date>2017-01-01</date><risdate>2017</risdate><volume>58</volume><issue>1</issue><spage>50</spage><epage>56</epage><pages>50-56</pages><issn>0033-9008</issn><eissn>1880-1765</eissn><abstract>The head hardened rail (HH340 rail, 340HB) which is harder than the normal rail (AS rolled rail, 270HB) is used as the high rail in curve sections to reduce the wear. 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source | J-STAGE日本語サイト (Free Access); EZB Electronic Journals Library |
subjects | Cracking (fracturing) Damage assessment Fracture mechanics gauge corner cracking head hardened rail Quality rail steel grade Rail steels Structural steels Wear |
title | Development and Evaluation of Rail Steel Grade for Damage Restraint to High Rail in Curve Sections |
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