Study into stresses in rail track elements from high-speed rolling stock in Ukrainian main lines
The study deals with estimation of the stress state of rail track structural elements from rapid (high-speed) electric trains, which are going to be introduced on some rail sections in Ukraine. The calculation is based on the technique presented in the Rules for Calculation of Rail Track for Strengt...
Gespeichert in:
| Hauptverfasser: | , , , , |
|---|---|
| Format: | Tagungsbericht |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | 1 |
| container_start_page | |
| container_title | |
| container_volume | 2684 |
| creator | Potapov, Dmytro Vitolberg, Volodymyr Shumyk, Danylo Boyko, Volodymyr Kulik, Stanislav |
| description | The study deals with estimation of the stress state of rail track structural elements from rapid (high-speed) electric trains, which are going to be introduced on some rail sections in Ukraine. The calculation is based on the technique presented in the Rules for Calculation of Rail Track for Strength and Stability. The characteristics of the most frequently used rail track structures on Ukrainian Railways were taken as the input data. It is found that all types of electric trains under consideration can operate at speeds over 160 km/h on straight sections of thermally treated continuous welded rails P65 with intermediate rail fasteners KPP-5, on reinforced concrete sleepers with a sleeper density of 1840 units per km on the 40-cm crushed-stone ballast. The values of stresses in the lateral side of the rail base can be considered as the factor which impacts (sometimes limits) the traffic speed on the rail track. The values of other stresses (in the lateral side of the rail head, under the pad of the sleeper, in the ballast, and on the supporting subgrade) do not exceed the allowable values for all speed ranges under calculation. |
| doi_str_mv | 10.1063/5.0120022 |
| format | Conference Proceeding |
| fullrecord | <record><control><sourceid>proquest_scita</sourceid><recordid>TN_cdi_proquest_journals_2821082504</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2821082504</sourcerecordid><originalsourceid>FETCH-LOGICAL-p133t-e7077ae7332add112c7f86943647126f89aebe00e4014ff998935074eee12eae3</originalsourceid><addsrcrecordid>eNotkE1LAzEQhoMoWKsH_0HAm7B18rGbzVGKX1DwoAVva-zOtml3kzVJD_33RtrTyzDPMwMvIbcMZgwq8VDOgHEAzs_IhJUlK1TFqnMyAdCy4FJ8XZKrGLeZ0ErVE_L9kfbtgVqXPI0pYIwY80SDsT1Nwax2FHsc0KVIu-AHurHrTRFHxJYG3_fWrbPnM5al5S5rzhpHh5w0LzFek4vO9BFvTjkly-enz_lrsXh_eZs_LoqRCZEKVKCUQSUEN23LGF-prq60FJVUjFddrQ3-IABKYLLrtK61KEFJRGQcDYopuTveHYP_3WNMzdbvg8svG15zBjUvQWbq_kjFlU0mWe-aMdjBhEPDoPlvsCmbU4PiD0PUYrg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>conference_proceeding</recordtype><pqid>2821082504</pqid></control><display><type>conference_proceeding</type><title>Study into stresses in rail track elements from high-speed rolling stock in Ukrainian main lines</title><source>AIP Journals Complete</source><creator>Potapov, Dmytro ; Vitolberg, Volodymyr ; Shumyk, Danylo ; Boyko, Volodymyr ; Kulik, Stanislav</creator><contributor>Plugin, Andrii ; Panchenko, Sergii ; Vatulia, Glib ; Plugin, Dmytro</contributor><creatorcontrib>Potapov, Dmytro ; Vitolberg, Volodymyr ; Shumyk, Danylo ; Boyko, Volodymyr ; Kulik, Stanislav ; Plugin, Andrii ; Panchenko, Sergii ; Vatulia, Glib ; Plugin, Dmytro</creatorcontrib><description>The study deals with estimation of the stress state of rail track structural elements from rapid (high-speed) electric trains, which are going to be introduced on some rail sections in Ukraine. The calculation is based on the technique presented in the Rules for Calculation of Rail Track for Strength and Stability. The characteristics of the most frequently used rail track structures on Ukrainian Railways were taken as the input data. It is found that all types of electric trains under consideration can operate at speeds over 160 km/h on straight sections of thermally treated continuous welded rails P65 with intermediate rail fasteners KPP-5, on reinforced concrete sleepers with a sleeper density of 1840 units per km on the 40-cm crushed-stone ballast. The values of stresses in the lateral side of the rail base can be considered as the factor which impacts (sometimes limits) the traffic speed on the rail track. The values of other stresses (in the lateral side of the rail head, under the pad of the sleeper, in the ballast, and on the supporting subgrade) do not exceed the allowable values for all speed ranges under calculation.</description><identifier>ISSN: 0094-243X</identifier><identifier>EISSN: 1551-7616</identifier><identifier>DOI: 10.1063/5.0120022</identifier><identifier>CODEN: APCPCS</identifier><language>eng</language><publisher>Melville: American Institute of Physics</publisher><subject>Crushed stone ; Fasteners ; High speed rail ; Mathematical analysis ; Railroad ballast ; Railroad ties ; Rails (railroad) ; Railway tracks ; Reinforced concrete ; Rolling stock ; Stresses ; Structural members ; Traffic speed</subject><ispartof>AIP conference proceedings, 2023, Vol.2684 (1)</ispartof><rights>Author(s)</rights><rights>2023 Author(s). Published by AIP Publishing.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://pubs.aip.org/acp/article-lookup/doi/10.1063/5.0120022$$EHTML$$P50$$Gscitation$$H</linktohtml><link.rule.ids>309,310,314,776,780,785,786,790,4497,23910,23911,25119,27903,27904,76131</link.rule.ids></links><search><contributor>Plugin, Andrii</contributor><contributor>Panchenko, Sergii</contributor><contributor>Vatulia, Glib</contributor><contributor>Plugin, Dmytro</contributor><creatorcontrib>Potapov, Dmytro</creatorcontrib><creatorcontrib>Vitolberg, Volodymyr</creatorcontrib><creatorcontrib>Shumyk, Danylo</creatorcontrib><creatorcontrib>Boyko, Volodymyr</creatorcontrib><creatorcontrib>Kulik, Stanislav</creatorcontrib><title>Study into stresses in rail track elements from high-speed rolling stock in Ukrainian main lines</title><title>AIP conference proceedings</title><description>The study deals with estimation of the stress state of rail track structural elements from rapid (high-speed) electric trains, which are going to be introduced on some rail sections in Ukraine. The calculation is based on the technique presented in the Rules for Calculation of Rail Track for Strength and Stability. The characteristics of the most frequently used rail track structures on Ukrainian Railways were taken as the input data. It is found that all types of electric trains under consideration can operate at speeds over 160 km/h on straight sections of thermally treated continuous welded rails P65 with intermediate rail fasteners KPP-5, on reinforced concrete sleepers with a sleeper density of 1840 units per km on the 40-cm crushed-stone ballast. The values of stresses in the lateral side of the rail base can be considered as the factor which impacts (sometimes limits) the traffic speed on the rail track. The values of other stresses (in the lateral side of the rail head, under the pad of the sleeper, in the ballast, and on the supporting subgrade) do not exceed the allowable values for all speed ranges under calculation.</description><subject>Crushed stone</subject><subject>Fasteners</subject><subject>High speed rail</subject><subject>Mathematical analysis</subject><subject>Railroad ballast</subject><subject>Railroad ties</subject><subject>Rails (railroad)</subject><subject>Railway tracks</subject><subject>Reinforced concrete</subject><subject>Rolling stock</subject><subject>Stresses</subject><subject>Structural members</subject><subject>Traffic speed</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2023</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotkE1LAzEQhoMoWKsH_0HAm7B18rGbzVGKX1DwoAVva-zOtml3kzVJD_33RtrTyzDPMwMvIbcMZgwq8VDOgHEAzs_IhJUlK1TFqnMyAdCy4FJ8XZKrGLeZ0ErVE_L9kfbtgVqXPI0pYIwY80SDsT1Nwax2FHsc0KVIu-AHurHrTRFHxJYG3_fWrbPnM5al5S5rzhpHh5w0LzFek4vO9BFvTjkly-enz_lrsXh_eZs_LoqRCZEKVKCUQSUEN23LGF-prq60FJVUjFddrQ3-IABKYLLrtK61KEFJRGQcDYopuTveHYP_3WNMzdbvg8svG15zBjUvQWbq_kjFlU0mWe-aMdjBhEPDoPlvsCmbU4PiD0PUYrg</recordid><startdate>20230531</startdate><enddate>20230531</enddate><creator>Potapov, Dmytro</creator><creator>Vitolberg, Volodymyr</creator><creator>Shumyk, Danylo</creator><creator>Boyko, Volodymyr</creator><creator>Kulik, Stanislav</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20230531</creationdate><title>Study into stresses in rail track elements from high-speed rolling stock in Ukrainian main lines</title><author>Potapov, Dmytro ; Vitolberg, Volodymyr ; Shumyk, Danylo ; Boyko, Volodymyr ; Kulik, Stanislav</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p133t-e7077ae7332add112c7f86943647126f89aebe00e4014ff998935074eee12eae3</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Crushed stone</topic><topic>Fasteners</topic><topic>High speed rail</topic><topic>Mathematical analysis</topic><topic>Railroad ballast</topic><topic>Railroad ties</topic><topic>Rails (railroad)</topic><topic>Railway tracks</topic><topic>Reinforced concrete</topic><topic>Rolling stock</topic><topic>Stresses</topic><topic>Structural members</topic><topic>Traffic speed</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Potapov, Dmytro</creatorcontrib><creatorcontrib>Vitolberg, Volodymyr</creatorcontrib><creatorcontrib>Shumyk, Danylo</creatorcontrib><creatorcontrib>Boyko, Volodymyr</creatorcontrib><creatorcontrib>Kulik, Stanislav</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Potapov, Dmytro</au><au>Vitolberg, Volodymyr</au><au>Shumyk, Danylo</au><au>Boyko, Volodymyr</au><au>Kulik, Stanislav</au><au>Plugin, Andrii</au><au>Panchenko, Sergii</au><au>Vatulia, Glib</au><au>Plugin, Dmytro</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Study into stresses in rail track elements from high-speed rolling stock in Ukrainian main lines</atitle><btitle>AIP conference proceedings</btitle><date>2023-05-31</date><risdate>2023</risdate><volume>2684</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>The study deals with estimation of the stress state of rail track structural elements from rapid (high-speed) electric trains, which are going to be introduced on some rail sections in Ukraine. The calculation is based on the technique presented in the Rules for Calculation of Rail Track for Strength and Stability. The characteristics of the most frequently used rail track structures on Ukrainian Railways were taken as the input data. It is found that all types of electric trains under consideration can operate at speeds over 160 km/h on straight sections of thermally treated continuous welded rails P65 with intermediate rail fasteners KPP-5, on reinforced concrete sleepers with a sleeper density of 1840 units per km on the 40-cm crushed-stone ballast. The values of stresses in the lateral side of the rail base can be considered as the factor which impacts (sometimes limits) the traffic speed on the rail track. The values of other stresses (in the lateral side of the rail head, under the pad of the sleeper, in the ballast, and on the supporting subgrade) do not exceed the allowable values for all speed ranges under calculation.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0120022</doi><tpages>7</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2023, Vol.2684 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_proquest_journals_2821082504 |
| source | AIP Journals Complete |
| subjects | Crushed stone Fasteners High speed rail Mathematical analysis Railroad ballast Railroad ties Rails (railroad) Railway tracks Reinforced concrete Rolling stock Stresses Structural members Traffic speed |
| title | Study into stresses in rail track elements from high-speed rolling stock in Ukrainian main lines |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-23T09%3A50%3A43IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_scita&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=proceeding&rft.atitle=Study%20into%20stresses%20in%20rail%20track%20elements%20from%20high-speed%20rolling%20stock%20in%20Ukrainian%20main%20lines&rft.btitle=AIP%20conference%20proceedings&rft.au=Potapov,%20Dmytro&rft.date=2023-05-31&rft.volume=2684&rft.issue=1&rft.issn=0094-243X&rft.eissn=1551-7616&rft.coden=APCPCS&rft_id=info:doi/10.1063/5.0120022&rft_dat=%3Cproquest_scita%3E2821082504%3C/proquest_scita%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2821082504&rft_id=info:pmid/&rfr_iscdi=true |