Effect of irregularity and anisotropy on the dynamic response due to a shear load moving on an irregular orthotropic half-space under influence of gravity

Purpose – The response of moving load over a surface is a subject of investigation because of its possible applications in determining the strength of a structure. Recently, with the enlargement of high-speed train networks, concern has been expressed about the effects of moving loads on the track,...

Full description

Saved in:
Bibliographic Details
Published inMultidiscipline modeling in materials and structures Vol. 12; no. 1; pp. 194 - 214
Main Authors Singh, Abhishek K, Lakshman, Anirban, Chattopadhyay, Amares
Format Journal Article
LanguageEnglish
Published Bingley Emerald Group Publishing Limited 13.06.2016
Subjects
Online AccessGet full text
ISSN1573-6105
1573-6113
DOI10.1108/MMMS-04-2015-0020

Cover

Abstract Purpose – The response of moving load over a surface is a subject of investigation because of its possible applications in determining the strength of a structure. Recently, with the enlargement of high-speed train networks, concern has been expressed about the effects of moving loads on the track, embankment and nearby structures. Earth surface and artificial structure are not always regular in nature. Irregularities are also responsible for structural collapse of long bridge and highway of plateau area under the action of moving loads. The purpose of this paper is to investigate the influence of irregularity on dynamic response due to a moving shear load. Design/methodology/approach – At first the authors developed the mathematical model for the problem which is comprised of equation of motion together with boundary conditions. Perturbation technique has been used to derive the stresses produced in an irregular orthotropic half-space (which is influenced by gravity) due to a moving shear load. MATLAB and MATHEMATICA softwares have been employed for numerical computation as well as graphical illustration. Findings – In this paper the authors have discussed the stresses produced in an irregular gravitating orthotropic half-space due to a moving shear load. The expression for shear stress has been established in closed form. Substantial effects of depth, irregularity factor, maximum depth of irregularity and gravitational parameter on shear stress have been reported. These effects are also exhibited by means of graphical illustration and numerical computation for an orthotropic material T300/5208 graphite/epoxy which is broadly used in aircraft designing. Moreover, comparison made through meticulous examination for different types of irregularity, presence and absence of anisotropy and gravity are highlighted. Practical implications – A number of classical fatigue failures occur in aircraft structures. The moving load responsible for such fatigue failure may occur during manufacturing process, servicing, etc. Apart from these the aircraft structures may also experience load because of environmental damages (such as lightning strike, overheat) and mechanical damages (like impact damage, overload/bearing failure). Therefore the present study is likely to find application in the field of construction of highways, airport runways and earthquake engineering. Originality/value – To the best of the authors’ knowledge no problem related to moving load on irregular orthotropic half-space under influence of gravity has been attempted by any author till date. Furthermore comparative study for different types of irregularity, presence and absence of anisotropy and influence of gravity on the dynamic response of moving load are novel and major highlights of the present study.
AbstractList Purpose - The response of moving load over a surface is a subject of investigation because of its possible applications in determining the strength of a structure. Recently, with the enlargement of high-speed train networks, concern has been expressed about the effects of moving loads on the track, embankment and nearby structures. Earth surface and artificial structure are not always regular in nature. Irregularities are also responsible for structural collapse of long bridge and highway of plateau area under the action of moving loads. The purpose of this paper is to investigate the influence of irregularity on dynamic response due to a moving shear load. Design/methodology/approach - At first the authors developed the mathematical model for the problem which is comprised of equation of motion together with boundary conditions. Perturbation technique has been used to derive the stresses produced in an irregular orthotropic half-space (which is influenced by gravity) due to a moving shear load. MATLAB and MATHEMATICA softwares have been employed for numerical computation as well as graphical illustration. Findings - In this paper the authors have discussed the stresses produced in an irregular gravitating orthotropic half-space due to a moving shear load. The expression for shear stress has been established in closed form. Substantial effects of depth, irregularity factor, maximum depth of irregularity and gravitational parameter on shear stress have been reported. These effects are also exhibited by means of graphical illustration and numerical computation for an orthotropic material T300/5208 graphite/epoxy which is broadly used in aircraft designing. Moreover, comparison made through meticulous examination for different types of irregularity, presence and absence of anisotropy and gravity are highlighted. Practical implications - A number of classical fatigue failures occur in aircraft structures. The moving load responsible for such fatigue failure may occur during manufacturing process, servicing, etc. Apart from these the aircraft structures may also experience load because of environmental damages (such as lightning strike, overheat) and mechanical damages (like impact damage, overload/bearing failure). Therefore the present study is likely to find application in the field of construction of highways, airport runways and earthquake engineering. Originality/value - To the best of the authors' knowledge no problem related to moving load on irregular orthotropic half-space under influence of gravity has been attempted by any author till date. Furthermore comparative study for different types of irregularity, presence and absence of anisotropy and influence of gravity on the dynamic response of moving load are novel and major highlights of the present study.
Purpose – The response of moving load over a surface is a subject of investigation because of its possible applications in determining the strength of a structure. Recently, with the enlargement of high-speed train networks, concern has been expressed about the effects of moving loads on the track, embankment and nearby structures. Earth surface and artificial structure are not always regular in nature. Irregularities are also responsible for structural collapse of long bridge and highway of plateau area under the action of moving loads. The purpose of this paper is to investigate the influence of irregularity on dynamic response due to a moving shear load. Design/methodology/approach – At first the authors developed the mathematical model for the problem which is comprised of equation of motion together with boundary conditions. Perturbation technique has been used to derive the stresses produced in an irregular orthotropic half-space (which is influenced by gravity) due to a moving shear load. MATLAB and MATHEMATICA softwares have been employed for numerical computation as well as graphical illustration. Findings – In this paper the authors have discussed the stresses produced in an irregular gravitating orthotropic half-space due to a moving shear load. The expression for shear stress has been established in closed form. Substantial effects of depth, irregularity factor, maximum depth of irregularity and gravitational parameter on shear stress have been reported. These effects are also exhibited by means of graphical illustration and numerical computation for an orthotropic material T300/5208 graphite/epoxy which is broadly used in aircraft designing. Moreover, comparison made through meticulous examination for different types of irregularity, presence and absence of anisotropy and gravity are highlighted. Practical implications – A number of classical fatigue failures occur in aircraft structures. The moving load responsible for such fatigue failure may occur during manufacturing process, servicing, etc. Apart from these the aircraft structures may also experience load because of environmental damages (such as lightning strike, overheat) and mechanical damages (like impact damage, overload/bearing failure). Therefore the present study is likely to find application in the field of construction of highways, airport runways and earthquake engineering. Originality/value – To the best of the authors’ knowledge no problem related to moving load on irregular orthotropic half-space under influence of gravity has been attempted by any author till date. Furthermore comparative study for different types of irregularity, presence and absence of anisotropy and influence of gravity on the dynamic response of moving load are novel and major highlights of the present study.
Author Lakshman, Anirban
Singh, Abhishek K
Chattopadhyay, Amares
Author_xml – sequence: 1
  givenname: Abhishek K
  surname: Singh
  fullname: Singh, Abhishek K
  organization: Department of Applied Mathematics, Indian School of Mines, Dhanbad, India
– sequence: 2
  givenname: Anirban
  surname: Lakshman
  fullname: Lakshman, Anirban
  organization: Department of Applied Mathematics, Indian School of Mines, Dhanbad, India
– sequence: 3
  givenname: Amares
  surname: Chattopadhyay
  fullname: Chattopadhyay, Amares
  organization: Department of Applied Mathematics, Indian School of Mines, Dhanbad, India
BookMark eNp9klFrFDEUhQepYFv9Ab4FfPFl9GaSmcw-Sqla6OKD-hzuZG52U2aSNckU9q_015pxi2IRISE34XyHAycX1ZkPnqrqNYd3nEP_frvdfq1B1g3wtgZo4Fl1zlsl6o5zcfZ7hvZFdZHSHYDkslPn1cO1tWQyC5a5GGm3TBhdPjL0Y9kuhRzD4ciCZ3lPbDx6nJ1hkdIh-FQeFmI5MGRpTxjZFHBkc7h3frci6P-YshDz_pdb4fc42Tod0BBb_EiROW-nhXy5lyC7iPclw8vqucUp0avH87L6_vH629Xn-vbLp5urD7e1EVLlWqjWmrHrFSizUZLkQJ3laujFaFEajryTTSc2YO04lDWAGMgiGmFMr7peXFZvT76HGH4slLKeXTI0TegpLEnznncgmxaaIn3zRHoXluhLOs3VBvqeQ7MpKnVSmRhSimS1cRmzCz5HdJPmoNfO9NqZBqnXzvTaWSH5E_IQ3Yzx-F8GTgzNFHEa_4n89TXET6Y5rXA
CitedBy_id crossref_primary_10_1007_s13369_018_3577_4
crossref_primary_10_1061_JENMDT_EMENG_7405
crossref_primary_10_1016_j_soildyn_2023_107757
crossref_primary_10_1080_15376494_2018_1430265
Cites_doi 10.1016/j.jappmathmech.2007.09.005
10.1177/1077546312458134
10.1016/0022-460X(91)90593-9
10.1177/1077546311430699
10.1016/S0096-3003(01)00329-0
10.1093/qjmam/31.4.507
10.1061/TACEAT.0008462
10.1007/BF00874804
10.1090/qam/114399
10.1115/1.4011853
10.1016/0022-460X(91)90689-H
10.1115/1.3625141
10.1016/0020-7225(67)90054-7
10.1016/0020-7225(65)90038-8
10.1007/s10665-011-9519-8
10.1006/jsvi.1999.2406
10.1016/S0165-2125(02)00028-8
10.1016/j.amc.2006.11.003
10.1016/j.ijsolstr.2009.07.012
10.1007/BF02843720
10.1016/0020-7225(76)90105-1
10.1016/j.jsv.2009.07.006
10.1016/j.ijsolstr.2008.03.004
10.1007/978-1-4612-0093-2
10.1177/1077546314528525
10.1177/073168449000900206
10.1017/S0305004100034551
10.1115/1.3564710
10.1007/BF01213564
10.1016/S0096-3003(03)00767-7
10.1007/s00707-011-0507-x
10.1115/1.3607855
10.1007/s10483-011-1439-7
10.1115/1.3564708
ContentType Journal Article
Copyright Emerald Group Publishing Limited
Emerald Group Publishing Limited 2016
Copyright_xml – notice: Emerald Group Publishing Limited
– notice: Emerald Group Publishing Limited 2016
DBID AAYXX
CITATION
7TB
8FD
8FE
8FG
8FH
ABJCF
AFKRA
AZQEC
BBNVY
BENPR
BGLVJ
BHPHI
CCPQU
D1I
DWQXO
FR3
GNUQQ
HCIFZ
KB.
L6V
LK8
M7P
M7S
PDBOC
PHGZM
PHGZT
PKEHL
PQEST
PQGLB
PQQKQ
PQUKI
PRINS
PTHSS
DOI 10.1108/MMMS-04-2015-0020
DatabaseName CrossRef
Mechanical & Transportation Engineering Abstracts
Technology Research Database
ProQuest SciTech Collection
ProQuest Technology Collection
ProQuest Natural Science Collection
Materials Science & Engineering Collection
ProQuest Central UK/Ireland
ProQuest Central Essentials
Biological Science Database (Proquest)
AUTh Library subscriptions: ProQuest Central
Technology Collection (via ProQuest SciTech Premium Collection)
Natural Science Collection
ProQuest One Community College
ProQuest Materials Science Collection
ProQuest Central
Engineering Research Database
ProQuest Central Student
SciTech Premium Collection
Materials Science Database (Proquest)
ProQuest Engineering Collection
ProQuest Biological Science Collection
Biological Science Database
Engineering Database
Materials Science Collection
ProQuest Central Premium
ProQuest One Academic (New)
ProQuest One Academic Middle East (New)
ProQuest One Academic Eastern Edition (DO NOT USE)
ProQuest One Applied & Life Sciences
ProQuest One Academic
ProQuest One Academic UKI Edition
ProQuest Central China
Engineering Collection
DatabaseTitle CrossRef
ProQuest Central Student
Technology Collection
Technology Research Database
ProQuest One Academic Middle East (New)
Mechanical & Transportation Engineering Abstracts
ProQuest Central Essentials
Materials Science Collection
SciTech Premium Collection
ProQuest One Community College
ProQuest Natural Science Collection
ProQuest Central China
ProQuest Central
ProQuest One Applied & Life Sciences
ProQuest Engineering Collection
Natural Science Collection
ProQuest Central Korea
Biological Science Collection
Materials Science Database
ProQuest Central (New)
Engineering Collection
ProQuest Materials Science Collection
Engineering Database
ProQuest Biological Science Collection
ProQuest One Academic Eastern Edition
ProQuest Technology Collection
Biological Science Database
ProQuest SciTech Collection
ProQuest One Academic UKI Edition
Materials Science & Engineering Collection
Engineering Research Database
ProQuest One Academic
ProQuest One Academic (New)
DatabaseTitleList ProQuest Central Student
Technology Research Database

Database_xml – sequence: 1
  dbid: 8FG
  name: ProQuest Technology Collection
  url: https://search.proquest.com/technologycollection1
  sourceTypes: Aggregation Database
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1573-6113
EndPage 214
ExternalDocumentID 4066239381
10_1108_MMMS_04_2015_0020
10.1108/MMMS-04-2015-0020
GroupedDBID 0R
123
1WG
29M
3V.
4.4
5VS
8FE
8FG
8FH
AADTA
AADXL
AAGBP
AAMCF
AAPBV
AATHL
AAUDR
ABIJV
ABJCF
ABPTK
ABSDC
ACGFS
ACIWK
ACPRK
ADBBV
ADOMW
AEBZA
AEUCW
AFKRA
AFYHH
AFZLO
AJEBP
ALMA_UNASSIGNED_HOLDINGS
AMFWP
ASMFL
AUCOK
BBNVY
BENPR
BGLVJ
BHPHI
BPHCQ
BPQFQ
BUONS
CAG
CS3
D1I
EBS
ECCUG
EJD
FNNZZ
GEI
GEL
GQ.
H13
HCIFZ
HZ
J1Y
JI-
JL0
KB.
KBGRL
L6V
LK8
M0L
M7P
M7S
O9-
PDBOC
PQEST
PQQKQ
PQUKI
PRINS
PROAC
PTHSS
V1G
0R~
AAYXX
ABJNI
ABKQV
ACZLT
ADIOT
AEVUW
AFNTC
AHMHQ
AODMV
CCPQU
CITATION
HZ~
M42
PHGZM
PHGZT
PQGLB
SBBZN
7TB
8FD
AZQEC
DWQXO
FR3
GNUQQ
PKEHL
PUEGO
ID FETCH-LOGICAL-c347t-375fcd68707c974e4be6f17b83dfa4c1a16426390ffdbfdbb03befaac3cc87683
IEDL.DBID 8FG
ISSN 1573-6105
IngestDate Fri Sep 05 06:05:05 EDT 2025
Fri Jul 25 12:15:00 EDT 2025
Thu Apr 24 22:59:33 EDT 2025
Thu Jul 31 00:37:09 EDT 2025
Tue Nov 23 18:52:37 EST 2021
IsPeerReviewed true
IsScholarly true
Issue 1
Keywords Shear stress
Orthotropic
Irregularity
Moving load
Gravity
Language English
License https://www.emerald.com/insight/site-policies
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c347t-375fcd68707c974e4be6f17b83dfa4c1a16426390ffdbfdbb03befaac3cc87683
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
content type line 23
PQID 1790881029
PQPubID 1386335
PageCount 21
ParticipantIDs proquest_miscellaneous_1816042502
crossref_primary_10_1108_MMMS_04_2015_0020
emerald_primary_10_1108_MMMS-04-2015-0020
crossref_citationtrail_10_1108_MMMS_04_2015_0020
proquest_journals_1790881029
PublicationCentury 2000
PublicationDate 2016-06-13
PublicationDateYYYYMMDD 2016-06-13
PublicationDate_xml – month: 06
  year: 2016
  text: 2016-06-13
  day: 13
PublicationDecade 2010
PublicationPlace Bingley
PublicationPlace_xml – name: Bingley
PublicationTitle Multidiscipline modeling in materials and structures
PublicationYear 2016
Publisher Emerald Group Publishing Limited
Publisher_xml – name: Emerald Group Publishing Limited
References key2020110215393506400_b6
key2020110215393506400_b7
key2020110215393506400_b4
key2020110215393506400_b5
key2020110215393506400_b2
key2020110215393506400_b10
key2020110215393506400_b31
key2020110215393506400_b3
key2020110215393506400_b30
key2020110215393506400_b1
key2020110215393506400_b36
key2020110215393506400_b14
key2020110215393506400_b35
key2020110215393506400_b13
key2020110215393506400_b34
key2020110215393506400_b12
key2020110215393506400_b33
key2020110215393506400_b11
key2020110215393506400_b18
key2020110215393506400_b17
key2020110215393506400_b39
key2020110215393506400_b16
key2020110215393506400_b38
key2020110215393506400_b37
key2020110215393506400_b15
key2020110215393506400_b19
key2020110215393506400_b8
key2020110215393506400_b9
key2020110215393506400_b21
key2020110215393506400_b20
key2020110215393506400_b41
key2020110215393506400_b40
key2020110215393506400_b25
key2020110215393506400_b24
key2020110215393506400_b23
key2020110215393506400_b22
key2020110215393506400_b29
key2020110215393506400_b28
key2020110215393506400_b27
key2020110215393506400_b26
References_xml – ident: key2020110215393506400_b24
  doi: 10.1016/j.jappmathmech.2007.09.005
– ident: key2020110215393506400_b36
  doi: 10.1177/1077546312458134
– ident: key2020110215393506400_b23
  doi: 10.1016/0022-460X(91)90593-9
– ident: key2020110215393506400_b33
  doi: 10.1177/1077546311430699
– ident: key2020110215393506400_b27
  doi: 10.1016/S0096-3003(01)00329-0
– ident: key2020110215393506400_b9
  doi: 10.1093/qjmam/31.4.507
– ident: key2020110215393506400_b14
  doi: 10.1061/TACEAT.0008462
– ident: key2020110215393506400_b25
  doi: 10.1007/BF00874804
– ident: key2020110215393506400_b4
  doi: 10.1090/qam/114399
– ident: key2020110215393506400_b2
  doi: 10.1115/1.4011853
– ident: key2020110215393506400_b11
  doi: 10.1016/0022-460X(91)90689-H
– ident: key2020110215393506400_b15
  doi: 10.1115/1.3625141
– ident: key2020110215393506400_b39
– ident: key2020110215393506400_b5
  doi: 10.1016/0020-7225(67)90054-7
– ident: key2020110215393506400_b6
  doi: 10.1016/0020-7225(65)90038-8
– ident: key2020110215393506400_b35
  doi: 10.1007/s10665-011-9519-8
– ident: key2020110215393506400_b12
  doi: 10.1006/jsvi.1999.2406
– ident: key2020110215393506400_b10
  doi: 10.1016/S0165-2125(02)00028-8
– ident: key2020110215393506400_b26
  doi: 10.1016/j.amc.2006.11.003
– ident: key2020110215393506400_b29
– ident: key2020110215393506400_b17
  doi: 10.1016/j.ijsolstr.2009.07.012
– ident: key2020110215393506400_b37
– ident: key2020110215393506400_b1
  doi: 10.1007/BF02843720
– ident: key2020110215393506400_b21
  doi: 10.1016/0020-7225(76)90105-1
– ident: key2020110215393506400_b18
  doi: 10.1016/j.jsv.2009.07.006
– ident: key2020110215393506400_b16
  doi: 10.1016/j.ijsolstr.2008.03.004
– ident: key2020110215393506400_b20
– ident: key2020110215393506400_b38
  doi: 10.1007/978-1-4612-0093-2
– ident: key2020110215393506400_b34
  doi: 10.1177/1077546314528525
– ident: key2020110215393506400_b40
  doi: 10.1177/073168449000900206
– ident: key2020110215393506400_b13
  doi: 10.1017/S0305004100034551
– ident: key2020110215393506400_b8
  doi: 10.1115/1.3564710
– ident: key2020110215393506400_b41
– ident: key2020110215393506400_b22
  doi: 10.1007/BF01213564
– ident: key2020110215393506400_b28
  doi: 10.1016/S0096-3003(03)00767-7
– ident: key2020110215393506400_b30
  doi: 10.1007/s00707-011-0507-x
– ident: key2020110215393506400_b19
  doi: 10.1115/1.3607855
– ident: key2020110215393506400_b31
  doi: 10.1007/s10483-011-1439-7
– ident: key2020110215393506400_b7
  doi: 10.1115/1.3564708
– ident: key2020110215393506400_b3
SSID ssj0041467
Score 2.0179002
Snippet Purpose – The response of moving load over a surface is a subject of investigation because of its possible applications in determining the strength of a...
Purpose - The response of moving load over a surface is a subject of investigation because of its possible applications in determining the strength of a...
SourceID proquest
crossref
emerald
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 194
SubjectTerms Engineering
Fatigue failure
Graphite fiber reinforced plastics
Gravitation
Half spaces
Irregularities
Mathematical models
Mechanical engineering
Moving loads
Shear
Title Effect of irregularity and anisotropy on the dynamic response due to a shear load moving on an irregular orthotropic half-space under influence of gravity
URI https://www.emerald.com/insight/content/doi/10.1108/MMMS-04-2015-0020/full/html
https://www.proquest.com/docview/1790881029
https://www.proquest.com/docview/1816042502
Volume 12
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1NbxMxELVKe4EDAlpEaKmM1EsrWXhjZ9c9IagaKqRUCKjU28qfIlK6DpvNgb_SX8uM19u0CFXKXhLbsXbsN88eex4hR8GGyppKsNJzx6TVnBmlHJsURsrgTyuRrkfPLsuLK_n1enKdN9xW-VjlgIkJqF20uEf-ATNJKQXu8PTj8jdD1SiMrmYJjSdkpwBPg-NcTb8MSCwRBVK-VOwLEIkc1UTlm9ls9gODAuD_Jgw50wO_9M_l3A1AJ68zfUGeZ7pIP_X2fUm2fPOKPLuXRHCX3PYJiGkMdN62SVoeBemobhw881Xs2rj8Q2NDgetR1yvQ07Y_GwtfrD3tItV0hdrWdBG1ozdpmwGr6GbTKMUQT2oN6v_Si8AAjayneA2tpfNB7QQ7gqJG0Ic9cjU9_3l2wbLiArNCVh2gzSRYV8IcriwsNLw0vgxFZZRwQUtbaFhcjYHT8BCcgY_hwvigtRXWAqwq8ZpsN7HxbwgF7hA4sBvPCyuBJWk55la5CgioFaUsR4QP77u2OR05qmIs6rQs4apGE9Vc1miiGk00Iid3VZZ9Lo7HCh9nI_637APbj8jBYOY6T-FVvRlwI_L-7meYfBhR0Y2PayijihJRj4_fPt7EPnkK_1biGbNCHJDtrl37d8BmOnOYhuwh2fl8fvnt-188ffPN
linkProvider ProQuest
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1Lb9QwEB6VcoAeEE-xUMBIcAApwom9iXtACAHLlja90Eq9BccPsdI2XrJZof4VfkR_Y2fy6FKEequUXBLbecx45rPHng_glTc-M2UmotRxG0mjeVQqZaNxXErp3U4m2u3R-UE6PZLfjsfHG3A27IWhZZWDTWwNtQ2G5sjfUSYppdAd7nxY_IqINYqiqwOFRqcWe-70Nw7Zlu93P6N8XyfJ5Mvhp2nUswpERsiswR419samqKeZQTDtZOlSH2elEtZraWKNA4gE_Tb33pZ4lFyUzmtthDFoOpTAdm_ATYljO-pFavJ1sPySrE6bn5W-HYFLH0Ulpp08z79TEAL97TgijHbJD_6zGXjtEFovN7kLd3p4yj52-nQPNlx1H7b-Slr4AP50CY9Z8GxW1y2VPRHgMV1ZPGfL0NRhccpCxRBbMtsx3rO6W4uLF1aONYFptiQubTYP2rKTdlqDquhq3SijkFLbGtb_qec-QutnHKNtbzWbDewq9CJEooTv8BCOrkUWj2CzCpV7DAyxiueIphyPjURUpmXCjbIZAl4jUpmOgA__uzB9-nNi4ZgX7TCIq4JEVHBZkIgKEtEI3l5UWXS5P64q_KYX4n_LXpL9CLYHMRe9yVgWawUfwcuL29jZKYKjKxdWWEbFKVlZnjy5uokXcGt6mO8X-7sHe0_hNj45pfVtsdiGzaZeuWeIpJryeau-DH5cd385B8-lMUo
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3da9RAEB9qBdGH4ieeVl1BHxRCN9m9ZO9BRKxna70iaKFvcT_x4JqcuRzl_pX-Kf3rnMlHz4r0rZC8JLubkJmd-W1mdn4Ar4INmTWZiFLPXSSt5pFRykXD2EgZ_CgTzfboyWG6dyS_HA-PN-C83wtDaZW9TWwMtSst_SPfoUpSSqE7HO2ELi3i2-74_fx3RAxSFGnt6TRaFTnwq1Ncvi3e7e-irF8nyfjTj497UccwEFkhsxpn1zBYl6LOZhaBtZfGpyHOjBIuaGljjYuJBH04D8EZPAwXxgetrbAWzYgSOO4NuJmJbETphGr8ufcCkixQU6uVvgOCmC6iSqw7k8nkOwUk0PcOI8Jrl3ziPxuD186h8Xjju7DVQVX2odWte7Dhi_tw568Chg_grC1-zMrAplXV0NoTGR7ThcNzuijrqpyvWFkwxJnMrQp9MrWsavNy8cLSs7pkmi2IV5vNSu3YSfOLg7roYj0oo_BSMxr2_6VnIUJLaD2jLXAVm_ZMK_QiRKiE7_AQjq5FFo9gsygL_xgY4pbAEVl5HluJCE3LhFvlMgS_VqQyHQDvv3duu1LoxMgxy5slEVc5iSjnMicR5SSiAby96DJv64Bc1fhNJ8T_tr0k-wFs92LOO_OxyNfKPoCXF7dx4lM0Rxe-XGIbFadkcXny5OohXsAtnCn51_3Dg6dwGx-cUqpbLLZhs66W_hmCqto8b7SXwc_rni5_AOI_NX8
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=Effect+of+irregularity+and+anisotropy+on+the+dynamic+response+due+to+a+shear+load+moving+on+an+irregular+orthotropic+half-space+under+influence+of+gravity&rft.jtitle=Multidiscipline+modeling+in+materials+and+structures&rft.au=Singh%2C+Abhishek+K&rft.au=Lakshman%2C+Anirban&rft.au=Chattopadhyay%2C+Amares&rft.date=2016-06-13&rft.pub=Emerald+Group+Publishing+Limited&rft.issn=1573-6105&rft.eissn=1573-6113&rft.volume=12&rft.issue=1&rft.spage=194&rft_id=info:doi/10.1108%2FMMMS-04-2015-0020&rft.externalDBID=HAS_PDF_LINK&rft.externalDocID=4066239381
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1573-6105&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1573-6105&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1573-6105&client=summon