A novel dynamics model for railway ballastless track with medium-thick slabs

Motivated by the requirements for elaborated slab ballastless track dynamics analysis in practical engineering application, a novel dynamic model for the railway ballastless tracks with medium-thick slabs is proposed in this work based on the Reissner–Mindlin plate theory, and it is implemented into...

Celý popis

Uložené v:
Podrobná bibliografia
Vydané v:Applied Mathematical Modelling Ročník 78; s. 907
Hlavní autori: Yang, Jianjin, Zhu, Shengyang, Zhai, Wanming
Médium: Journal Article
Jazyk:English
Vydavateľské údaje: New York Elsevier BV 01.02.2020
Predmet:
Algorithms
Deformation effects
Dynamic models
Dynamics
Independent variables
Locking
Mindlin plates
Model accuracy
Moments of inertia
Partial differential equations
Plate theory
Railway engineering
Railway tracks
Shear deformation
Simulation
Spline functions
Thin plates
Time integration
ISSN:1088-8691, 0307-904X
On-line prístup:Získať plný text
Tagy: Pridať tag
Žiadne tagy, Buďte prvý, kto otaguje tento záznam!
Abstract Motivated by the requirements for elaborated slab ballastless track dynamics analysis in practical engineering application, a novel dynamic model for the railway ballastless tracks with medium-thick slabs is proposed in this work based on the Reissner–Mindlin plate theory, and it is implemented into the coupled dynamics analysis of a vehicle and the ballastless track. First, an efficient and easily programmable computational algorithm is adopted to solve the transverse deflection of the Reissner–Mindlin plate, in which the displacements and shear strains are chosen as the independent variables and subsequently constructed by spline functions, resulting in no shear-locking effect. The involved partial differential equations are transformed into ordinary ones by using the energy variation principle. Further, a mathematical model for the ballastless track dynamics analysis is established, which can consider the effects of the shear deformation and moment of inertia involved in the medium-thick track slab. Experimental verification and comparative analysis with other models demonstrate the accuracy and efficiency of the proposed model. Finally, a spatially coupled dynamics model of a vehicle and the ballastless track is developed, and it is efficiently solved by using the hybrid explicit-implicit time integration method. Compared with the widely used modelling the track slab by elastic thin plate, the reliability and advantages of the proposed vehicle-slab track coupled dynamics model are demonstrated.
AbstractList Motivated by the requirements for elaborated slab ballastless track dynamics analysis in practical engineering application, a novel dynamic model for the railway ballastless tracks with medium-thick slabs is proposed in this work based on the Reissner–Mindlin plate theory, and it is implemented into the coupled dynamics analysis of a vehicle and the ballastless track. First, an efficient and easily programmable computational algorithm is adopted to solve the transverse deflection of the Reissner–Mindlin plate, in which the displacements and shear strains are chosen as the independent variables and subsequently constructed by spline functions, resulting in no shear-locking effect. The involved partial differential equations are transformed into ordinary ones by using the energy variation principle. Further, a mathematical model for the ballastless track dynamics analysis is established, which can consider the effects of the shear deformation and moment of inertia involved in the medium-thick track slab. Experimental verification and comparative analysis with other models demonstrate the accuracy and efficiency of the proposed model. Finally, a spatially coupled dynamics model of a vehicle and the ballastless track is developed, and it is efficiently solved by using the hybrid explicit-implicit time integration method. Compared with the widely used modelling the track slab by elastic thin plate, the reliability and advantages of the proposed vehicle-slab track coupled dynamics model are demonstrated.
Author Yang, Jianjin
Zhu, Shengyang
Zhai, Wanming
Author_xml – sequence: 1
  givenname: Jianjin
  surname: Yang
  fullname: Yang, Jianjin
– sequence: 2
  givenname: Shengyang
  surname: Zhu
  fullname: Zhu, Shengyang
– sequence: 3
  givenname: Wanming
  surname: Zhai
  fullname: Zhai, Wanming
BookMark eNotjVFLwzAUhYNMcJv-AN8CPrfeJEuaPI6hTij4ouDbuE1S1po2s2kd-_cWFA4cvu_hnBVZ9LH3hNwzyBkw9djmeOpyDszkMEeyK7IEAUVmYPO5IEsGWmdaGXZDVim1AIxrBUtSbmkff3yg7tJj19hEu-hmrONAB2zCGS-0whAwjcGnRMcB7Rc9N-ORdt41U5eNx2Y2KWCVbsl1jSH5u_9ek4_np_fdPivfXl532zKzgssxM7JgFlGgLJTQaBgajTXYqvJKOeVdzY10dmMrJl0hlamlR-H5zFY7q8SaPPztnob4Pfk0Hto4Df18eeBCgFEaAMQvfJZTiA
CitedBy_id crossref_primary_10_1007_s00419_024_02631_4
crossref_primary_10_1080_23248378_2023_2170286
crossref_primary_10_1016_j_apm_2024_115892
crossref_primary_10_1016_j_apacoust_2024_109936
crossref_primary_10_1016_j_enganabound_2025_106359
crossref_primary_10_1080_15397734_2025_2555422
crossref_primary_10_1016_j_trgeo_2023_100986
crossref_primary_10_1016_j_jobe_2025_113523
crossref_primary_10_1016_j_engstruct_2020_110972
crossref_primary_10_1080_00423114_2021_1986224
crossref_primary_10_1016_j_engstruct_2021_113749
crossref_primary_10_1016_j_soildyn_2024_108789
crossref_primary_10_1080_15376494_2022_2139441
crossref_primary_10_1080_23248378_2022_2099992
crossref_primary_10_1016_j_ymssp_2022_109855
crossref_primary_10_1080_15397734_2024_2404608
crossref_primary_10_1016_j_enconman_2022_115442
crossref_primary_10_1016_j_advengsoft_2024_103628
crossref_primary_10_1038_s41598_022_16675_5
crossref_primary_10_1177_1045389X251327617
crossref_primary_10_1088_1742_6596_2736_1_012044
crossref_primary_10_1016_j_compstruc_2025_107786
crossref_primary_10_1016_j_engstruct_2019_110067
crossref_primary_10_1016_j_compgeo_2024_106966
crossref_primary_10_1177_1077546320947295
crossref_primary_10_3390_app13158958
crossref_primary_10_1016_j_apm_2023_08_023
crossref_primary_10_1016_j_apm_2024_06_019
crossref_primary_10_1177_1045389X241297837
crossref_primary_10_1631_jzus_A2000040
crossref_primary_10_3390_ma18092041
crossref_primary_10_1016_j_conbuildmat_2021_124465
crossref_primary_10_1007_s40534_024_00339_3
crossref_primary_10_1007_s40534_021_00265_8
crossref_primary_10_1080_00423114_2024_2383350
crossref_primary_10_1080_23248378_2023_2301600
crossref_primary_10_1177_14613484251364207
crossref_primary_10_1142_S0219455424501438
crossref_primary_10_1088_1742_6596_2647_15_152003
crossref_primary_10_1177_09544097231218297
crossref_primary_10_1016_j_istruc_2023_105148
crossref_primary_10_1088_1742_6596_2647_15_152005
crossref_primary_10_1016_j_advengsoft_2020_102927
crossref_primary_10_1007_s11431_024_2749_0
crossref_primary_10_1016_j_advengsoft_2021_102984
crossref_primary_10_1016_j_trgeo_2021_100682
crossref_primary_10_1016_j_advengsoft_2024_103832
ContentType Journal Article
Copyright Copyright Elsevier BV Feb 2020
Copyright_xml – notice: Copyright Elsevier BV Feb 2020
DBID 7SC
8FD
JQ2
L7M
L~C
L~D
DOI 10.1016/j.apm.2019.09.051
DatabaseName Computer and Information Systems Abstracts
Technology Research Database
ProQuest Computer Science Collection
Advanced Technologies Database with Aerospace
Computer and Information Systems Abstracts – Academic
Computer and Information Systems Abstracts Professional
DatabaseTitle Computer and Information Systems Abstracts
Technology Research Database
Computer and Information Systems Abstracts – Academic
Advanced Technologies Database with Aerospace
ProQuest Computer Science Collection
Computer and Information Systems Abstracts Professional
DatabaseTitleList Computer and Information Systems Abstracts
DeliveryMethod fulltext_linktorsrc
Discipline Psychology
Mathematics
EISSN 0307-904X
GroupedDBID -W8
-~X
.7I
.GO
.QK
0BK
0R~
23M
2DF
4.4
53G
5GY
6J9
7SC
8FD
8VB
AAGDL
AAGZJ
AAHIA
AAHSB
AAMFJ
AAMIU
AAPUL
AATTQ
AAZMC
ABCCY
ABDBF
ABFIM
ABIVO
ABJNI
ABLIJ
ABPEM
ABRYG
ABTAI
ABXUL
ABXYU
ABZLS
ACGFS
ACGOD
ACHQT
ACTIO
ACTOA
ACUHS
ADAHI
ADCVX
ADKVQ
ADYSH
AECIN
AEFOU
AEGXH
AEISY
AEKEX
AEMOZ
AEMXT
AEOZL
AEPSL
AEYOC
AEZRU
AFHDM
AFRVT
AGDLA
AGMYJ
AGRBW
AHDZW
AHQJS
AIJEM
AIYEW
AJWEG
AKBVH
AKVCP
ALMA_UNASSIGNED_HOLDINGS
ALQZU
AVBZW
AWYRJ
BEJHT
BLEHA
BMOTO
BOHLJ
CCCUG
CQ1
CS3
DGFLZ
DKSSO
EAP
EBR
EBS
EBU
EDJ
EMK
EPL
EPS
EST
ESX
E~B
E~C
F5P
FEDTE
G-F
GTTXZ
H13
HF~
HVGLF
HZ~
IPNFZ
J.O
JQ2
K1G
KYCEM
L7M
LJTGL
L~C
L~D
M4Z
NA5
O9-
P2P
PQQKQ
QWB
RIG
RNANH
ROSJB
RSYQP
S-F
STATR
TASJS
TBQAZ
TDBHL
TEH
TFH
TFL
TFW
TH9
TNTFI
TRJHH
TUROJ
TUS
TWZ
UPT
UT5
UT9
VAE
ZL0
~01
~S~
ID FETCH-LOGICAL-c325t-9571caa3a57638a91a98af0cbbe66d6edf295dc4cb15d7569f5ea3e2cb1c8dc63
ISICitedReferencesCount 50
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000502889100046&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 1088-8691
IngestDate Mon Jul 14 08:22:00 EDT 2025
IsPeerReviewed true
IsScholarly true
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c325t-9571caa3a57638a91a98af0cbbe66d6edf295dc4cb15d7569f5ea3e2cb1c8dc63
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
PQID 2330968000
PQPubID 2045280
ParticipantIDs proquest_journals_2330968000
PublicationCentury 2000
PublicationDate 20200201
PublicationDateYYYYMMDD 2020-02-01
PublicationDate_xml – month: 02
  year: 2020
  text: 20200201
  day: 01
PublicationDecade 2020
PublicationPlace New York
PublicationPlace_xml – name: New York
PublicationTitle Applied Mathematical Modelling
PublicationYear 2020
Publisher Elsevier BV
Publisher_xml – name: Elsevier BV
SSID ssj0012860
ssj0005904
Score 2.484155
Snippet Motivated by the requirements for elaborated slab ballastless track dynamics analysis in practical engineering application, a novel dynamic model for the...
SourceID proquest
SourceType Aggregation Database
StartPage 907
SubjectTerms Algorithms
Deformation effects
Dynamic models
Dynamics
Independent variables
Locking
Mindlin plates
Model accuracy
Moments of inertia
Partial differential equations
Plate theory
Railway engineering
Railway tracks
Shear deformation
Simulation
Spline functions
Thin plates
Time integration
Title A novel dynamics model for railway ballastless track with medium-thick slabs
URI https://www.proquest.com/docview/2330968000
Volume 78
WOSCitedRecordID wos000502889100046&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVAWR
  databaseName: Taylor & Francis Journals Complete
  customDbUrl:
  eissn: 0307-904X
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0012860
  issn: 1088-8691
  databaseCode: TFW
  dateStart: 19970301
  isFulltext: true
  titleUrlDefault: https://www.tandfonline.com
  providerName: Taylor & Francis
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3Lb9MwGLdgcNgOaAzQBhvyAXGpPKV2HvaxQqsQKoVDxqpdKsd2WLcuK0071v-ez480HZMQHLhEeclK8v3y2d_zh9A7qlOjYtB-pSkTEtvcGrBVMpJGsesvx3XhmrgOsuGQj0bia3Do145OIKsqfncnZv9V1HAOhG1LZ_9B3OtB4QTsg9BhC2KH7V8Jvtepbm7NtKM913wgu3HphHM5mf6Uq05hvec2vgtabjGX6sq7Y22cfXlNbAb8VQegUtSbS9dmvfp53ejVlvXasafN9Ge1R_A_fwLYXU7WyDu_WDo_64Wpvq9ke_t5oMM-k9V1M0rwQYDBGd3L52iLY75tqFLQX4Snnovr2IQarSgjIvI5mY3-9RQ-QYEKz4H7QLF7H8PlsZzZ9gFd4ZrThla195poD7-M-6eDwTg_GeXvZz-I5RezcfhAtvIYPaGAQEvykffP2mQgYa3SEHyi3BeXNy_QBMNdWuBvD_BgCnfrknwXPQsGBe55IDxHj0y1h3ZaIdV7aHs9y61eoEEPO3zgBh_Y4QMDPnDAB97AB3b4wBYfeBMf2OHjJTrtn-QfPpJAqUEUo8mCiCTrKimZBDOTcSm6UnBZRqooTJrCb6tLKhKtYlV0E50lqSgTI5mhcKy4Vil7hbaqm8rsI2wyw9KSSaapBhuWy8RQGFuxWEqexcUBOmy-zDj8HvWYMgY2Mxgp0es_X36DtlugHaKtxXxpjtBTdbuY1PO3Tni_ACgkYQk
linkProvider Taylor & Francis
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=A+novel+dynamics+model+for+railway+ballastless+track+with+medium-thick+slabs&rft.jtitle=Applied+Mathematical+Modelling&rft.au=Yang%2C+Jianjin&rft.au=Zhu%2C+Shengyang&rft.au=Zhai%2C+Wanming&rft.date=2020-02-01&rft.pub=Elsevier+BV&rft.issn=1088-8691&rft.eissn=0307-904X&rft.volume=78&rft.spage=907&rft_id=info:doi/10.1016%2Fj.apm.2019.09.051&rft.externalDBID=NO_FULL_TEXT
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1088-8691&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1088-8691&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1088-8691&client=summon