A model/solution‐adaptive explicit‐implicit time‐marching technique for wave propagation analysis

Summary In this work, an explicit‐implicit time‐marching procedure with model/ solution‐adaptive time integration parameters is proposed for the analysis of hyperbolic models. The two time integrators of the methodology are locally evaluated, enabling their different spatial and temporal distributio...

Celý popis

Uloženo v:
Podrobná bibliografie
Vydáno v:International journal for numerical methods in engineering Ročník 119; číslo 7; s. 590 - 617
Hlavní autor: Soares, Delfim
Médium: Journal Article
Jazyk:angličtina
Vydáno: Bognor Regis Wiley Subscription Services, Inc 17.08.2019
Témata:
ISSN:0029-5981, 1097-0207
On-line přístup:Získat plný text
Tagy: Přidat tag
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
Abstract Summary In this work, an explicit‐implicit time‐marching procedure with model/ solution‐adaptive time integration parameters is proposed for the analysis of hyperbolic models. The two time integrators of the methodology are locally evaluated, enabling their different spatial and temporal distributions. The first parameter defines the explicit/implicit subdomains of the model, and it is defined in a way that stability is always ensured, as well as period elongation errors are reduced; the second parameter controls the dissipative properties of the methodology, allowing spurious high‐frequency modes to be properly eliminated, rendering reduced amplitude decay errors. In addition, the proposed explicit‐implicit approach allows contracted systems of equations to be obtained, reducing the computational effort of the analysis. The main features of the novel methodology can be summarized as follows: (i) it is simple; (ii) it is locally defined; (iii) it has guaranteed stability; (iv) it is an efficient noniterative single‐step procedure; (v) it provides enhanced accuracy; (vi) it enables advanced controllable algorithmic dissipation in the higher modes; (vii) it considers a link between the temporal and the spatial discretization; (viii) it stands as a single‐solve framework based on reduced systems of equations; (ix) it is truly self‐starting; and (x) it is entirely automatic.
AbstractList Summary In this work, an explicit‐implicit time‐marching procedure with model/ solution‐adaptive time integration parameters is proposed for the analysis of hyperbolic models. The two time integrators of the methodology are locally evaluated, enabling their different spatial and temporal distributions. The first parameter defines the explicit/implicit subdomains of the model, and it is defined in a way that stability is always ensured, as well as period elongation errors are reduced; the second parameter controls the dissipative properties of the methodology, allowing spurious high‐frequency modes to be properly eliminated, rendering reduced amplitude decay errors. In addition, the proposed explicit‐implicit approach allows contracted systems of equations to be obtained, reducing the computational effort of the analysis. The main features of the novel methodology can be summarized as follows: (i) it is simple; (ii) it is locally defined; (iii) it has guaranteed stability; (iv) it is an efficient noniterative single‐step procedure; (v) it provides enhanced accuracy; (vi) it enables advanced controllable algorithmic dissipation in the higher modes; (vii) it considers a link between the temporal and the spatial discretization; (viii) it stands as a single‐solve framework based on reduced systems of equations; (ix) it is truly self‐starting; and (x) it is entirely automatic.
In this work, an explicit‐implicit time‐marching procedure with model/ solution‐adaptive time integration parameters is proposed for the analysis of hyperbolic models. The two time integrators of the methodology are locally evaluated, enabling their different spatial and temporal distributions. The first parameter defines the explicit/implicit subdomains of the model, and it is defined in a way that stability is always ensured, as well as period elongation errors are reduced; the second parameter controls the dissipative properties of the methodology, allowing spurious high‐frequency modes to be properly eliminated, rendering reduced amplitude decay errors. In addition, the proposed explicit‐implicit approach allows contracted systems of equations to be obtained, reducing the computational effort of the analysis. The main features of the novel methodology can be summarized as follows: (i) it is simple; (ii) it is locally defined; (iii) it has guaranteed stability; (iv) it is an efficient noniterative single‐step procedure; (v) it provides enhanced accuracy; (vi) it enables advanced controllable algorithmic dissipation in the higher modes; (vii) it considers a link between the temporal and the spatial discretization; (viii) it stands as a single‐solve framework based on reduced systems of equations; (ix) it is truly self‐starting; and (x) it is entirely automatic.
Author Soares, Delfim
Author_xml – sequence: 1
  givenname: Delfim
  orcidid: 0000-0002-5756-9359
  surname: Soares
  fullname: Soares, Delfim
  email: delfim.soares@ufjf.edu.br
  organization: Federal University of Juiz de Fora
BookMark eNp1UEtOwzAUtFCRaAsSR4jEhk3aZzs_L6uqfKQCG1hbjuO0rpI42CmlO47AGTkJbsMKwer5Pc-MZmaEBo1pFEKXGCYYgEybWk0SSKITNMTA0hAIpAM09F8sjFmGz9DIuQ0AxjHQIVrNgtoUqpo6U207bZqvj09RiLbTbypQ722lpe78Tdf9M-h0rfxeCyvXulkFnZLrRr9uVVAaG-yEp7XWtGIlDmqBaES1d9qdo9NSVE5d_MwxerlZPM_vwuXT7f18tgwlYTQKY1oQjPOC0DSXMo5UVKRJVOKSAjDmA-akZJnImExEVkKRkAInOUQ5qEJJHNExuup1vQlvynV8Y7bWm3CckDimFCcReNR1j5LWOGdVyVurfaQ9x8APNXJfIz_U6KGTX1DfwjFbZ4Wu_iKEPWGnK7X_V5g_PiyO-G_93Ym9
CitedBy_id crossref_primary_10_1002_nme_6859
crossref_primary_10_1007_s00366_024_02025_8
crossref_primary_10_1007_s11071_020_06101_8
crossref_primary_10_1016_j_cma_2021_114077
crossref_primary_10_1016_j_cma_2022_115188
crossref_primary_10_1007_s00366_020_01245_y
crossref_primary_10_3390_acoustics6030036
crossref_primary_10_1016_j_soildyn_2021_106962
crossref_primary_10_1007_s00366_021_01290_1
crossref_primary_10_1016_j_cma_2020_113095
crossref_primary_10_1088_2399_6528_ad9f1f
crossref_primary_10_1007_s11071_021_06720_9
crossref_primary_10_1007_s00366_020_01129_1
crossref_primary_10_1016_j_cma_2020_112882
crossref_primary_10_1016_j_cma_2020_113630
crossref_primary_10_1007_s00366_021_01565_7
crossref_primary_10_1007_s00366_023_01876_x
crossref_primary_10_1016_j_ijsolstr_2023_112260
crossref_primary_10_1016_j_cma_2022_115324
crossref_primary_10_1007_s00366_020_01184_8
crossref_primary_10_1016_j_cma_2022_115711
crossref_primary_10_1016_j_cma_2021_114436
crossref_primary_10_1016_j_cma_2020_113647
crossref_primary_10_1016_j_compstruc_2022_106921
Cites_doi 10.1002/nme.1620320502
10.1002/nme.1620290205
10.1002/eqe.4290180505
10.1002/1097-0207(20010110)50:1<199::AID-NME132>3.0.CO;2-A
10.1002/nme.1620151011
10.1016/j.apnum.2009.12.005
10.2514/8.1722
10.1002/nme.4818
10.1002/nme.4608
10.1002/nme.4285
10.1002/nme.4495
10.1016/j.compstruc.2017.04.007
10.1007/s00466-017-1397-0
10.1006/jcph.1995.1159
10.1002/nme.1620330605
10.1002/nme.332
10.12989/sem.2004.17.6.735
10.1016/j.compstruc.2010.10.011
10.1002/nme.1620290705
10.1002/nme.1210
10.1115/1.3153814
10.1007/s00466-009-0413-4
10.1016/j.compstruc.2005.08.001
10.1002/nme.4869
10.1007/s00707-017-2104-0
10.1016/0045-7825(92)90115-Z
10.1002/(SICI)1097-0207(19971230)40:24<4501::AID-NME266>3.0.CO;2-U
10.1002/(SICI)1097-0207(19970815)40:15<2841::AID-NME193>3.0.CO;2-S
10.1002/nme.5276
10.1016/j.cma.2014.08.007
10.1061/JMCEA3.0000098
10.1002/nme.1620372303
10.1002/nme.1293
10.1007/BF00913408
10.1016/j.jcp.2007.08.024
10.1016/0045-7825(79)90086-0
10.1016/0045-7825(95)00791-X
10.1002/nme.1620121008
10.1016/S0045-7825(96)01036-5
10.1016/0045-7949(95)00256-1
10.1002/nme.637
10.1007/BF02736209
10.1016/j.compstruc.2010.03.002
10.1115/1.2900803
10.1115/1.3153671
10.1002/eqe.4290050306
10.1002/nme.5329
ContentType Journal Article
Copyright 2019 John Wiley & Sons, Ltd.
Copyright_xml – notice: 2019 John Wiley & Sons, Ltd.
DBID AAYXX
CITATION
7SC
7TB
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
DOI 10.1002/nme.6064
DatabaseName CrossRef
Computer and Information Systems Abstracts
Mechanical & Transportation Engineering Abstracts
Technology Research Database
Engineering Research Database
ProQuest Computer Science Collection
Civil Engineering Abstracts
Advanced Technologies Database with Aerospace
Computer and Information Systems Abstracts – Academic
Computer and Information Systems Abstracts Professional
DatabaseTitle CrossRef
Civil Engineering Abstracts
Technology Research Database
Computer and Information Systems Abstracts – Academic
Mechanical & Transportation Engineering Abstracts
ProQuest Computer Science Collection
Computer and Information Systems Abstracts
Engineering Research Database
Advanced Technologies Database with Aerospace
Computer and Information Systems Abstracts Professional
DatabaseTitleList
Civil Engineering Abstracts
CrossRef
DeliveryMethod fulltext_linktorsrc
Discipline Applied Sciences
Engineering
Mathematics
EISSN 1097-0207
EndPage 617
ExternalDocumentID 10_1002_nme_6064
NME6064
Genre article
GrantInformation_xml – fundername: CNPq (Conselho Nacional de Desenvolvimento Científico e Tecnológico)
– fundername: FAPEMIG (Fundação de Amparo à Pesquisa do mEstado de Minas Gerais)
– fundername: CAPES (Coordenação de Aperfeiçoamento de Pessoal de Nível Superior)
GroupedDBID -~X
.3N
.4S
.DC
.GA
05W
0R~
10A
1L6
1OB
1OC
1ZS
33P
3SF
3WU
4.4
4ZD
50Y
50Z
51W
51X
52M
52N
52O
52P
52S
52T
52U
52W
52X
5GY
5VS
66C
702
7PT
8-0
8-1
8-3
8-4
8-5
8UM
930
A03
AAESR
AAEVG
AAHHS
AAHQN
AAMNL
AANLZ
AAONW
AASGY
AAXRX
AAYCA
AAZKR
ABCQN
ABCUV
ABIJN
ABJNI
ACAHQ
ACCFJ
ACCZN
ACGFS
ACIWK
ACPOU
ACXBN
ACXQS
ADBBV
ADEOM
ADIZJ
ADKYN
ADMGS
ADOZA
ADXAS
ADZMN
ADZOD
AEEZP
AEIGN
AEIMD
AENEX
AEQDE
AEUQT
AEUYR
AFBPY
AFFPM
AFGKR
AFPWT
AFWVQ
AFZJQ
AHBTC
AITYG
AIURR
AIWBW
AJBDE
AJXKR
ALAGY
ALMA_UNASSIGNED_HOLDINGS
ALUQN
ALVPJ
AMBMR
AMYDB
ARCSS
ATUGU
AUFTA
AZBYB
AZVAB
BAFTC
BFHJK
BHBCM
BMNLL
BMXJE
BNHUX
BROTX
BRXPI
BY8
CS3
D-E
D-F
DCZOG
DPXWK
DR2
DRFUL
DRSTM
DU5
EBS
EJD
F00
F01
F04
F5P
G-S
G.N
GNP
GODZA
H.T
H.X
HBH
HGLYW
HHY
HZ~
IX1
J0M
JPC
KQQ
LATKE
LAW
LC2
LC3
LEEKS
LH4
LITHE
LOXES
LP6
LP7
LUTES
LW6
LYRES
MEWTI
MK4
MRFUL
MRSTM
MSFUL
MSSTM
MXFUL
MXSTM
N04
N05
NF~
O66
O9-
OIG
P2P
P2W
P2X
P4D
Q.N
Q11
QB0
QRW
R.K
ROL
RWI
RWS
RX1
RYL
SUPJJ
TN5
TUS
UB1
V2E
W8V
W99
WBKPD
WIB
WIH
WIK
WLBEL
WOHZO
WQJ
WRC
WXSBR
WYISQ
XG1
XPP
XV2
ZZTAW
~02
~IA
~WT
AAMMB
AAYXX
AEFGJ
AEYWJ
AGHNM
AGXDD
AGYGG
AIDQK
AIDYY
CITATION
O8X
7SC
7TB
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
ID FETCH-LOGICAL-c2934-53d211bd237bcc54e4d764f1f30099100b2f98a89c6a8f0d62d16b04b0edec143
IEDL.DBID DRFUL
ISICitedReferencesCount 27
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000475387900002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0029-5981
IngestDate Fri Jul 25 12:05:09 EDT 2025
Sat Nov 29 06:43:56 EST 2025
Tue Nov 18 22:21:11 EST 2025
Wed Jan 22 16:40:54 EST 2025
IsPeerReviewed true
IsScholarly true
Issue 7
Language English
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c2934-53d211bd237bcc54e4d764f1f30099100b2f98a89c6a8f0d62d16b04b0edec143
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ORCID 0000-0002-5756-9359
PQID 2255331640
PQPubID 996376
PageCount 28
ParticipantIDs proquest_journals_2255331640
crossref_primary_10_1002_nme_6064
crossref_citationtrail_10_1002_nme_6064
wiley_primary_10_1002_nme_6064_NME6064
PublicationCentury 2000
PublicationDate 17 August 2019
PublicationDateYYYYMMDD 2019-08-17
PublicationDate_xml – month: 08
  year: 2019
  text: 17 August 2019
  day: 17
PublicationDecade 2010
PublicationPlace Bognor Regis
PublicationPlace_xml – name: Bognor Regis
PublicationTitle International journal for numerical methods in engineering
PublicationYear 2019
Publisher Wiley Subscription Services, Inc
Publisher_xml – name: Wiley Subscription Services, Inc
References 2009; 44
2015; 283
1959; 85
1980; 47
2001; 50
1997; 40
2017; 60
2007; 227
1979; 17‐18
1978; 12
2002; 53
2015; 105
1991; 32
2015; 102
2018; 229
1992; 100
2000; 7
2005; 62
2005; 63
1993
2005; 83
1992; 33
1996; 59
2003; 56
2010; 60
2010; 88
2017; 109
1980; 15
1950; 17
2012; 91
2000
2004; 17
1990; 29
2013; 95
1993; 30
1995; 126
1994; 37
2011; 89
1996; 137
1995; 120
2017; 189
1992; 43
1977; 5
2014; 97
1989; 18
e_1_2_7_5_1
e_1_2_7_3_1
e_1_2_7_9_1
e_1_2_7_7_1
e_1_2_7_19_1
e_1_2_7_17_1
e_1_2_7_15_1
e_1_2_7_41_1
e_1_2_7_13_1
e_1_2_7_43_1
e_1_2_7_11_1
e_1_2_7_45_1
e_1_2_7_26_1
e_1_2_7_49_1
e_1_2_7_28_1
e_1_2_7_50_1
Hughes TJR (e_1_2_7_48_1) 2000
e_1_2_7_25_1
e_1_2_7_31_1
e_1_2_7_23_1
e_1_2_7_33_1
e_1_2_7_21_1
e_1_2_7_35_1
e_1_2_7_37_1
e_1_2_7_39_1
Soares D (e_1_2_7_20_1) 2015; 105
e_1_2_7_6_1
e_1_2_7_4_1
e_1_2_7_8_1
e_1_2_7_18_1
e_1_2_7_16_1
e_1_2_7_40_1
e_1_2_7_2_1
e_1_2_7_14_1
e_1_2_7_42_1
e_1_2_7_12_1
e_1_2_7_44_1
e_1_2_7_10_1
e_1_2_7_46_1
e_1_2_7_27_1
e_1_2_7_29_1
e_1_2_7_51_1
e_1_2_7_30_1
e_1_2_7_24_1
e_1_2_7_32_1
e_1_2_7_22_1
e_1_2_7_34_1
e_1_2_7_36_1
Clough RW (e_1_2_7_47_1) 1993
e_1_2_7_38_1
References_xml – volume: 227
  start-page: 851
  year: 2007
  end-page: 870
  article-title: Explicit time‐domain approaches based on numerical Green's functions computed by finite differences: the ExGA family
  publication-title: J Comput Phys
– volume: 53
  start-page: 1175
  year: 2002
  end-page: 1193
  article-title: Higher‐order accurate time‐step‐integration algorithms by post‐integration techniques
  publication-title: Int J Numer Methods Eng
– volume: 189
  start-page: 1
  year: 2017
  end-page: 11
  article-title: An effective adaptive time domain formulation to analyse acoustic‐elastodynamic coupled models
  publication-title: Comput Struct
– volume: 15
  start-page: 1562
  year: 1980
  end-page: 1566
  article-title: An alpha modification of Newmark's method
  publication-title: Int J Numer Methods Eng
– volume: 43
  start-page: 757
  year: 1992
  end-page: 792
  article-title: The discrete energy‐momentum method. Conserving algorithms for nonlinear elastodynamics
  publication-title: Zeitschrift angewandte Math Physik
– volume: 59
  start-page: 273
  year: 1996
  end-page: 281
  article-title: Subcycling integration with non‐integer time steps for structural dynamics problems
  publication-title: Comput Struct
– volume: 29
  start-page: 1441
  year: 1990
  end-page: 1454
  article-title: A robust self‐starting explicit computational methodology for structural dynamic applications: architecture and representations
  publication-title: Int J Numer Methods Eng
– volume: 40
  start-page: 2841
  year: 1997
  end-page: 2855
  article-title: Analysis and implementation of a new constant acceleration subcycling algorithm
  publication-title: Int J Numer Methods Eng
– volume: 62
  start-page: 664
  year: 2005
  end-page: 681
  article-title: A time domain FEM approach based on implicit Green's functions for non‐linear dynamic analysis
  publication-title: Int J Numer Methods Eng
– volume: 5
  start-page: 283
  year: 1977
  end-page: 292
  article-title: Improved numerical dissipation for time integration algorithms in structural dynamics
  publication-title: Earthq Eng Struct Dyn
– volume: 102
  start-page: 1750
  year: 2015
  end-page: 1760
  article-title: A stabilized central difference scheme for dynamic analysis
  publication-title: Int J Numer Methods Eng
– volume: 40
  start-page: 4501
  year: 1997
  end-page: 4527
  article-title: A precise time‐step integration method by step‐response and impulsive‐response matrices for dynamic problems
  publication-title: Int J Numer Methods Eng
– volume: 37
  start-page: 3961
  year: 1994
  end-page: 3976
  article-title: A new family of explicit time integration methods for linear and non‐linear structural dynamics
  publication-title: Int J Numer Methods Eng
– volume: 17
  start-page: 540
  year: 1950
  end-page: 550
  article-title: A recurrence matrix solution for the dynamic response of elastic aircraft
  publication-title: J Aeronaut Sci
– volume: 109
  start-page: 1344
  year: 2017
  end-page: 1368
  article-title: A simple and effective single‐step time marching technique based on adaptive time integrators
  publication-title: Int J Numer Methods Eng
– volume: 7
  start-page: 67
  year: 2000
  end-page: 286
  article-title: The time dimension: a theory towards the evolution, classification, characterization and design of computational algorithms for transient/dynamic applications
  publication-title: Arch Comput Methods Eng
– volume: 100
  start-page: 63
  year: 1992
  end-page: 116
  article-title: Exact energy‐momentum conserving algorithms and symplectic schemes for nonlinear dynamics
  publication-title: Comput Methods Appl Mech Eng
– volume: 32
  start-page: 943
  year: 1991
  end-page: 955
  article-title: A modified Euler method for dynamic analysis
  publication-title: Int J Numer Methods Eng
– volume: 47
  start-page: 919
  year: 1980
  end-page: 926
  article-title: Partitioned transient analysis procedures for coupled‐field problems: accuracy analysis
  publication-title: J Appl Mech
– volume: 283
  start-page: 1138
  year: 2015
  end-page: 1166
  article-title: A simple and effective new family of time marching procedures for dynamics
  publication-title: Comput Methods Appl Mech Eng
– volume: 137
  start-page: 175
  year: 1996
  end-page: 188
  article-title: Explicit time integration algorithms for structural dynamics with optimal numerical dissipation
  publication-title: Comput Methods Appl Mech Eng
– volume: 44
  start-page: 825
  year: 2009
  end-page: 843
  article-title: Coupling subdomains with heterogeneous time integrators and incompatible time steps
  publication-title: Comput Mech
– volume: 33
  start-page: 1165
  year: 1992
  end-page: 1180
  article-title: A new explicit variable time‐integration self‐starting methodology for computational structural dynamics
  publication-title: Int J Numer Methods Eng
– volume: 102
  start-page: 202
  year: 2015
  end-page: 232
  article-title: Heterogeneous asynchronous time integrators for computational structural dynamics
  publication-title: Int J Numer Methods Eng
– volume: 83
  start-page: 2513
  year: 2005
  end-page: 2534
  article-title: On a composite implicit time integration procedure for nonlinear dynamics
  publication-title: Comput Struct
– volume: 47
  start-page: 370
  year: 1980
  end-page: 376
  article-title: Partitioned transient analysis procedures for coupled‐field problems: stability analysis
  publication-title: J Appl Mech
– year: 1993
– volume: 89
  start-page: 266
  year: 2011
  end-page: 276
  article-title: A new family of time marching procedures based on Green's function matrices
  publication-title: Comput Struct
– volume: 126
  start-page: 155
  year: 1995
  end-page: 178
  article-title: Automatic time step control algorithms for structural dynamics
  publication-title: Comput Methods Appl Mech Eng
– volume: 85
  start-page: 67
  year: 1959
  end-page: 94
  article-title: A method of computation for structural dynamics
  publication-title: J Eng Mech Div
– volume: 29
  start-page: 275
  year: 1990
  end-page: 290
  article-title: Higher derivative explicit one step methods for non‐linear dynamic problems. Part I: design and theory
  publication-title: Int J Numer Methods Eng
– volume: 12
  start-page: 1575
  year: 1978
  end-page: 1586
  article-title: Stability of explicit‐implicit mesh partitions in time integration
  publication-title: Int J Numer Methods Eng
– volume: 17‐18
  start-page: 159
  year: 1979
  end-page: 182
  article-title: Implicit‐explicit finite elements in nonlinear transient analysis
  publication-title: Comput Methods Appl Mech Eng
– volume: 18
  start-page: 643
  year: 1989
  end-page: 653
  article-title: An improved implicit‐explicit time integration method for structural dynamics
  publication-title: Earthq Eng Struct Dyn
– year: 2000
– volume: 109
  start-page: 155
  year: 2017
  end-page: 173
  article-title: A selective mass scaling method for shear wave propagation analyses in nearly incompressible materials
  publication-title: Int J Numer Methods Eng
– volume: 120
  start-page: 206
  year: 1995
  end-page: 230
  article-title: High‐order Taylor‐Galerkin methods for linear hyperbolic systems
  publication-title: J Comput Phys
– volume: 50
  start-page: 199
  year: 2001
  end-page: 225
  article-title: Multi‐time‐step explicit‐implicit method for non‐linear structural dynamics
  publication-title: Int J Numer Methods Eng
– volume: 97
  start-page: 799
  year: 2014
  end-page: 818
  article-title: A multiscale mass scaling approach for explicit time integration using proper orthogonal decomposition
  publication-title: Int J Numer Methods Eng
– volume: 95
  start-page: 212
  year: 2013
  end-page: 237
  article-title: A method for multidimensional wave propagation analysis via component‐wise partition of longitudinal and shear waves
  publication-title: Int J Numer Methods Eng
– volume: 105
  start-page: 341
  year: 2015
  end-page: 360
  article-title: A second‐order time‐marching procedure with enhanced accuracy
  publication-title: Comput Model Eng Sci
– volume: 60
  start-page: 277
  year: 2010
  end-page: 292
  article-title: Direct time integration algorithm with controllable numerical dissipation for structural dynamics: two‐step lambda method
  publication-title: Appl Numer Math
– volume: 63
  start-page: 1436
  year: 2005
  end-page: 1445
  article-title: Selective mass scaling for explicit finite element analyses
  publication-title: Int J Numer Methods Eng
– volume: 60
  start-page: 1
  year: 2017
  end-page: 21
  article-title: A new heterogeneous asynchronous explicit‐implicit time integrator for nonsmooth dynamics
  publication-title: Comput Mech
– volume: 56
  start-page: 1883
  year: 2003
  end-page: 1912
  article-title: A methodology for the generation of low‐cost higher‐order methods for linear dynamics
  publication-title: Int J Numer Methods Eng
– volume: 17
  start-page: 735
  year: 2004
  end-page: 749
  article-title: A fourth order finite difference method applied to elastodynamics: finite element and boundary element formulations
  publication-title: Struct Eng Mech
– volume: 88
  start-page: 755
  year: 2010
  end-page: 772
  article-title: A new family of explicit methods for linear structural dynamics
  publication-title: Comput Struct
– volume: 91
  start-page: 622
  year: 2012
  end-page: 643
  article-title: A method for computation of discontinuous wave propagation in heterogeneous solids: basic algorithm description and application to one‐dimensional problems
  publication-title: Int J Numer Methods Eng
– volume: 30
  start-page: 371
  year: 1993
  end-page: 375
  article-title: A time integration method for structural dynamics with improved numerical dissipation: the generalized α method
  publication-title: J Appl Mech
– volume: 229
  start-page: 2097
  year: 2018
  end-page: 2116
  article-title: Nonlinear dynamic analysis considering explicit and implicit time marching techniques with adaptive time integration parameters
  publication-title: Acta Mech
– ident: e_1_2_7_5_1
  doi: 10.1002/nme.1620320502
– ident: e_1_2_7_6_1
  doi: 10.1002/nme.1620290205
– ident: e_1_2_7_40_1
  doi: 10.1002/eqe.4290180505
– ident: e_1_2_7_41_1
  doi: 10.1002/1097-0207(20010110)50:1<199::AID-NME132>3.0.CO;2-A
– ident: e_1_2_7_10_1
  doi: 10.1002/nme.1620151011
– ident: e_1_2_7_27_1
  doi: 10.1016/j.apnum.2009.12.005
– ident: e_1_2_7_12_1
  doi: 10.2514/8.1722
– ident: e_1_2_7_44_1
  doi: 10.1002/nme.4818
– ident: e_1_2_7_30_1
  doi: 10.1002/nme.4608
– ident: e_1_2_7_36_1
  doi: 10.1002/nme.4285
– ident: e_1_2_7_37_1
  doi: 10.1002/nme.4495
– ident: e_1_2_7_33_1
  doi: 10.1016/j.compstruc.2017.04.007
– ident: e_1_2_7_42_1
  doi: 10.1007/s00466-017-1397-0
– ident: e_1_2_7_19_1
  doi: 10.1006/jcph.1995.1159
– ident: e_1_2_7_49_1
  doi: 10.1002/nme.1620330605
– ident: e_1_2_7_18_1
  doi: 10.1002/nme.332
– ident: e_1_2_7_3_1
  doi: 10.12989/sem.2004.17.6.735
– ident: e_1_2_7_23_1
  doi: 10.1016/j.compstruc.2010.10.011
– ident: e_1_2_7_7_1
  doi: 10.1002/nme.1620290705
– ident: e_1_2_7_22_1
  doi: 10.1002/nme.1210
– ident: e_1_2_7_35_1
  doi: 10.1115/1.3153814
– ident: e_1_2_7_43_1
  doi: 10.1007/s00466-009-0413-4
– ident: e_1_2_7_25_1
  doi: 10.1016/j.compstruc.2005.08.001
– ident: e_1_2_7_28_1
  doi: 10.1002/nme.4869
– volume: 105
  start-page: 341
  year: 2015
  ident: e_1_2_7_20_1
  article-title: A second‐order time‐marching procedure with enhanced accuracy
  publication-title: Comput Model Eng Sci
– ident: e_1_2_7_32_1
  doi: 10.1007/s00707-017-2104-0
– ident: e_1_2_7_50_1
  doi: 10.1016/0045-7825(92)90115-Z
– ident: e_1_2_7_14_1
  doi: 10.1002/(SICI)1097-0207(19971230)40:24<4501::AID-NME266>3.0.CO;2-U
– ident: e_1_2_7_15_1
  doi: 10.1002/(SICI)1097-0207(19970815)40:15<2841::AID-NME193>3.0.CO;2-S
– ident: e_1_2_7_31_1
  doi: 10.1002/nme.5276
– ident: e_1_2_7_45_1
  doi: 10.1016/j.cma.2014.08.007
– ident: e_1_2_7_11_1
  doi: 10.1061/JMCEA3.0000098
– ident: e_1_2_7_4_1
  doi: 10.1002/nme.1620372303
– ident: e_1_2_7_29_1
  doi: 10.1002/nme.1293
– ident: e_1_2_7_51_1
  doi: 10.1007/BF00913408
– ident: e_1_2_7_24_1
  doi: 10.1016/j.jcp.2007.08.024
– ident: e_1_2_7_39_1
  doi: 10.1016/0045-7825(79)90086-0
– ident: e_1_2_7_21_1
  doi: 10.1016/0045-7825(95)00791-X
– ident: e_1_2_7_38_1
  doi: 10.1002/nme.1620121008
– ident: e_1_2_7_2_1
  doi: 10.1016/S0045-7825(96)01036-5
– ident: e_1_2_7_16_1
  doi: 10.1016/0045-7949(95)00256-1
– ident: e_1_2_7_17_1
  doi: 10.1002/nme.637
– ident: e_1_2_7_13_1
  doi: 10.1007/BF02736209
– volume-title: Dynamics of Structures
  year: 1993
  ident: e_1_2_7_47_1
– ident: e_1_2_7_26_1
  doi: 10.1016/j.compstruc.2010.03.002
– ident: e_1_2_7_8_1
  doi: 10.1115/1.2900803
– ident: e_1_2_7_34_1
  doi: 10.1115/1.3153671
– ident: e_1_2_7_9_1
  doi: 10.1002/eqe.4290050306
– ident: e_1_2_7_46_1
  doi: 10.1002/nme.5329
– volume-title: The Finite Element Method: Linear Static and Dynamic Finite Element Analysis
  year: 2000
  ident: e_1_2_7_48_1
SSID ssj0011503
Score 2.4194148
Snippet Summary In this work, an explicit‐implicit time‐marching procedure with model/ solution‐adaptive time integration parameters is proposed for the analysis of...
In this work, an explicit‐implicit time‐marching procedure with model/ solution‐adaptive time integration parameters is proposed for the analysis of hyperbolic...
SourceID proquest
crossref
wiley
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 590
SubjectTerms accuracy
adaptive parameters
Elongation
explicit/implicit analysis
hyperbolic models
Integrators
Mathematical models
Methodology
Parameters
Stability
Time integration
time integration methods
Wave propagation
Title A model/solution‐adaptive explicit‐implicit time‐marching technique for wave propagation analysis
URI https://onlinelibrary.wiley.com/doi/abs/10.1002%2Fnme.6064
https://www.proquest.com/docview/2255331640
Volume 119
WOSCitedRecordID wos000475387900002&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: PRVWIB
  databaseName: Wiley Online Library - Journals
  customDbUrl:
  eissn: 1097-0207
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0011503
  issn: 0029-5981
  databaseCode: DRFUL
  dateStart: 19960101
  isFulltext: true
  titleUrlDefault: https://onlinelibrary.wiley.com
  providerName: Wiley-Blackwell
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1bS8MwFD7o5oM-OJ2K0ykRRJ_qel2bx6EbPmxDxMneSpqkY-DmWOfl0Z_gb_SXeNKmdYKCIBTalKQkPeck38nlOwCnnEWcezY3XKGmbjxpG9SVrsE8TvHiAU0phe67fr8fDIf0Ru-qVGdhMn6IYsJNWUbaXysDZ1HSWCINncgLRN_uKpTVmSp0vMpXt51Bt1hDQKjj5Bs8PBpYOfWsaTfyst8Hoy-EuYxT04GmU_lPFbdgU8NL0sr0YRtW5LQKFQ01iTbkpAobSzyEmOoV5K3JDoxaJI2P08jV8uPtnQk2Ux0jka9qwXu8wHfjSfZIVHx6TE_SRYnpiBS8sAQRMXlhWAwbjT1XqgWEaR6UXRh02neX14aOx2BwBAWu4TkC3cVI2I6vBIwiFX7Tja3YUTgT2xzZMQ1YQHmTBbEpmrawmpHpRqYUkiMw24PS9HEq94HEys2kXixYbOIXLBYxnzvCiXEg5cyRNTjPBRNyTVauYmY8hBnNsh3ivw3Vv63BSZFzlhF0_JCnnss21CaahFgBhLroLZo1OEul-Gv5sN9rq_vBXzMewjoCK6rmni2_DqXF_EkewRp_XoyT-bFW1E8psPGg
linkProvider Wiley-Blackwell
linkToHtml http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1bS8MwFD7oFNQHL1NxOjWC6FNd723wSXRDsRsim_hW0iSVgauyzcujP8Hf6C_xpDcnKAhCoU1JQpJzTvLlpP0OwD5nEeeOyTVbKNeNI02N2tLWmMMpXtynKaXQTeB1Ov7tLb2aguPiX5iMH6J0uCnLSOdrZeDKId2YYA0dyCOE3_Y0zNiu5fkVmDm7bvWC8hABsY5VfOHhUN8ouGd1s1GU_b4afUHMSaCarjStpX-1cRkWc4BJTjKNWIEpmVRhKQebJDflURUWJpgIMdUu6VtHq3B3QtIIOY1CMT_e3plgj2pqJPJVHXn3x_iuP8geiYpQj-lBeiyR3JGSGZYgJiYvDIthr3HuSvWAsJwJZQ16rWb39FzLIzJoHGGBrTmWwA1jJEzLUyJGoQrPtWMjthTSxD5HZkx95lPuMj_WhWsKw410O9KlkByh2TpUkodEbgCJ1UaTOrFgsY41GCxiHreEFeNSypkla3BYSCbkOV25ippxH2ZEy2aIYxuqsa3BXpnzMaPo-CFPvRBumBvpKMQGINjF_aJeg4NUjL-WDzvtprpv_jXjLsydd9tBGFx0LrdgHmEWVZ5ow6tDZTx8ktswy5_H_dFwJ9faT4_F9ZA
linkToPdf http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1bS8MwFD7oJqIPTqfivEYQfarrJV0bfBLdUJxDRMW3kuYiAzeHm5dHf4K_0V_iSW9OUBCEQpuShCTnnJwvSfsdgB3BYyF8V1hUmq0bX7kWo4pa3BcMLxGyhFLoph10OuHtLbuYgIP8X5iUH6LYcDOWkczXxsDVQOr6GGtoT-0j_KaTUKY-82kJyseXret2cYiAWMfLv_DwWejk3LO2W8_LfvdGXxBzHKgmnqZV-Vcb52EuA5jkMNWIBZhQ_SpUMrBJMlMeVmF2jIkQU-cFfetwEe4OSRIhp54r5sfbO5d8YKZGol7NkXd3hO-6vfSRmAj1mO4lxxL9O1IwwxLExOSFYzHsNc5diR4QnjGhLMF1q3l1dGJlERksgbCAWr4nccEYS9cLjIhRqDJoUO1ozyBN7HPsahbykIkGD7UtG650GrFNY1tJJRCaLUOp_9BXK0C0WWgyX0uubazB4TEPhCc9ja5UcE_VYC-XTCQyunITNeM-SomW3QjHNjJjW4PtIucgpej4Ic96LtwoM9JhhA1AsIvrRbsGu4kYfy0fdc6b5r7614xbMH1x3Irap52zNZhBlMXMRrQTrENp9PikNmBKPI-6w8fNTGk_ASzo9Qs
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+model%2Fsolution%E2%80%90adaptive+explicit%E2%80%90implicit+time%E2%80%90marching+technique+for+wave+propagation+analysis&rft.jtitle=International+journal+for+numerical+methods+in+engineering&rft.au=Soares%2C+Delfim&rft.date=2019-08-17&rft.issn=0029-5981&rft.eissn=1097-0207&rft.volume=119&rft.issue=7&rft.spage=590&rft.epage=617&rft_id=info:doi/10.1002%2Fnme.6064&rft.externalDBID=n%2Fa&rft.externalDocID=10_1002_nme_6064
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0029-5981&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0029-5981&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0029-5981&client=summon