Sensitivity analysis for parameter identification in quasi-static poroelasticity

This paper is devoted to the formulation of the direct differentiation method and adjoint state method in quasi‐static linear poroelasticity. We derive the strong and weak formulation of both methods and discuss their solutions using the finite element method. The techniques are illustrated and test...

Celý popis

Uložené v:
Podrobná bibliografia
Vydané v:International journal for numerical and analytical methods in geomechanics Ročník 29; číslo 2; s. 163 - 185
Hlavní autori: Lecampion, Brice, Constantinescu, Andrei
Médium: Journal Article
Jazyk:English
Vydavateľské údaje: Chichester, UK John Wiley & Sons, Ltd 01.02.2005
Wiley
Predmet:
adjoint state method
Applied sciences
Buildings. Public works
Computation methods. Tables. Charts
direct differentiation method
Engineering Sciences
Exact sciences and technology
Geophysics
Geotechnics
inverse problems
Mechanics
parameter identification
Physics
poroelasticity
sensitivity analysis
Soil mechanics. Rocks mechanics
Solid mechanics
Structural analysis. Stresses
Sensitivity analysis
Rock mechanics
Theoretical study
Soil mechanics
Inverse problem
Formulation
Poroelasticity
direct differentiation method
Example
inverse problems
Parameter
Numerical simulation
adjoint state method
Differentiation
parameter identification
poroelasticity
sensitivity analysis
ISSN:0363-9061, 1096-9853
On-line prístup:Získať plný text
Tagy: Pridať tag
Žiadne tagy, Buďte prvý, kto otaguje tento záznam!
Abstract This paper is devoted to the formulation of the direct differentiation method and adjoint state method in quasi‐static linear poroelasticity. We derive the strong and weak formulation of both methods and discuss their solutions using the finite element method. The techniques are illustrated and tested on two numerical examples for the case of isotropic and homogeneous material. The presented formulations can be extended to more complex behaviour in poromechanics. Copyright © 2004 John Wiley & Sons, Ltd.
AbstractList This paper is devoted to the formulation of the direct differentiation method and adjoint state method in quasi-static linear poroelasticity. We derive the strong and weak formulation of both methods and discuss their solutions using the finite element method. The techniques are illustrated and tested on two numerical examples for the case of isotropic and homogeneous material. The presented formulations can be extended to more complex behaviour in poromechanics.
This paper is devoted to the formulation of the direct differentiation method and adjoint state method in quasi‐static linear poroelasticity. We derive the strong and weak formulation of both methods and discuss their solutions using the finite element method. The techniques are illustrated and tested on two numerical examples for the case of isotropic and homogeneous material. The presented formulations can be extended to more complex behaviour in poromechanics. Copyright © 2004 John Wiley & Sons, Ltd.
Author Lecampion, Brice
Constantinescu, Andrei
Author_xml – sequence: 1
  givenname: Brice
  surname: Lecampion
  fullname: Lecampion, Brice
  organization: CSIRO Petroleum, Melbourne Office, Bag 10, Clayton South, Vic 3169, Australia
– sequence: 2
  givenname: Andrei
  surname: Constantinescu
  fullname: Constantinescu, Andrei
  email: andrei.constantinescu@lms.polytechnique.fr
  organization: Laboratoire de Mécanique des Solides, CNRS UMR7649, Ecole Polytechnique, 91128 Palaiseau Cedex, France
BackLink http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=16446227$$DView record in Pascal Francis
https://hal.science/hal-00111439$$DView record in HAL
BookMark eNp10V1rFDEUBuAgLXRbpX9hblSKTE0mM_m4XPqxFZYqWNG7cDqT0Wg22eZkW_ffmzqlRdGrhJOHN8k5-2QnxGAJOWT0mFHavA3w9bil-hmZMapFrVXHd8iMcsFrTQXbI_uI3ymlXTmdkQ8fbUCX3a3L2woC-C06rMaYqjUkWNlsU-UGG7IbXQ_ZxVC5UN1sAF2NuRT6ah1TtB6w7EvIc7I7gkf74mE9IJ_Oz65OLurl-8W7k_myhrbcXGt-LYZBWTm0QAfJWiWl7FjPWqYay-kg7KDYOGipFEhQtpPAx043jYLr8j1-QI6m3G_gzTq5FaStieDMxXxp7muUMsZarm9Zsa8mu07xZmMxm5XD3noPwcYNmkYLToUQBb58gIA9-DFB6B0-xjPRtqJpZHGvJ9eniJjs-ESouZ-CKVMw0zPrv2Rp0u8-5gTO_8O_mfyd83b7v1hzOV_8ke4w25-PGtIPIySXnfl8uTBXbHm6EF-4kfwX112n3g
CODEN IJNGDZ
CitedBy_id crossref_primary_10_1002_gamm_200790027
crossref_primary_10_1061__ASCE_1532_3641_2006_6_3_201
crossref_primary_10_1016_j_apnum_2009_04_009
crossref_primary_10_1016_j_compgeo_2007_08_008
crossref_primary_10_1002_nag_776
crossref_primary_10_1002_nag_897
crossref_primary_10_1016_j_apm_2017_12_022
crossref_primary_10_1016_j_ijrmms_2015_03_026
crossref_primary_10_1002_nag_2573
crossref_primary_10_1007_s00603_021_02523_x
crossref_primary_10_1007_s41062_019_0218_z
crossref_primary_10_1002_nag_2125
crossref_primary_10_1080_19648189_2010_9693285
crossref_primary_10_1016_j_tust_2012_08_011
crossref_primary_10_1016_j_compgeo_2009_12_006
crossref_primary_10_2183_pjab_99_023
crossref_primary_10_1016_j_cma_2021_114009
Cites_doi 10.1080/01495738708927014
10.1080/174159794088027573
10.1002/nag.136
10.2514/3.10949
10.1016/S0021-9290(98)00161-4
10.1002/nme.1620200206
10.1063/1.1712886
10.1063/1.1721956
10.1016/0307-904X(87)90144-2
10.1016/0956-0521(91)90053-8
ContentType Journal Article
Copyright Copyright © 2004 John Wiley & Sons, Ltd.
2005 INIST-CNRS
Attribution - NonCommercial
Copyright_xml – notice: Copyright © 2004 John Wiley & Sons, Ltd.
– notice: 2005 INIST-CNRS
– notice: Attribution - NonCommercial
DBID BSCLL
AAYXX
CITATION
IQODW
7SC
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
1XC
VOOES
DOI 10.1002/nag.409
DatabaseName Istex
CrossRef
Pascal-Francis
Computer and Information Systems 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
Hyper Article en Ligne (HAL)
Hyper Article en Ligne (HAL) (Open Access)
DatabaseTitle CrossRef
Civil Engineering Abstracts
Technology Research Database
Computer and Information Systems Abstracts – Academic
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
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
Applied Sciences
Physics
EISSN 1096-9853
EndPage 185
ExternalDocumentID oai:HAL:hal-00111439v1
16446227
10_1002_nag_409
NAG409
ark_67375_WNG_T1LDG6X3_7
Genre article
GrantInformation_xml – fundername: French Agency for Radioactive Waste Management (ANDRA)
GroupedDBID -~X
.3N
.GA
.Y3
05W
0R~
10A
1L6
1OB
1OC
1ZS
31~
33P
3SF
3WU
4.4
41~
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
AAHQN
AAMMB
AAMNL
AANHP
AANLZ
AAONW
AASGY
AAXRX
AAYCA
AAZKR
ABCQN
ABCUV
ABEML
ABIJN
ABJNI
ACAHQ
ACBWZ
ACCZN
ACGFS
ACIWK
ACPOU
ACRPL
ACSCC
ACXBN
ACXQS
ACYXJ
ADBBV
ADEOM
ADIZJ
ADKYN
ADMGS
ADNMO
ADOZA
ADXAS
ADZMN
AEFGJ
AEIGN
AEIMD
AENEX
AEUYR
AEYWJ
AFBPY
AFFPM
AFGKR
AFRAH
AFWVQ
AFZJQ
AGHNM
AGQPQ
AGXDD
AGYGG
AHBTC
AI.
AIDQK
AIDYY
AIQQE
AITYG
AIURR
AJXKR
ALAGY
ALMA_UNASSIGNED_HOLDINGS
ALVPJ
AMBMR
AMYDB
ASPBG
ATUGU
AUFTA
AVWKF
AZBYB
AZFZN
AZVAB
BAFTC
BDRZF
BFHJK
BHBCM
BMNLL
BMXJE
BNHUX
BROTX
BRXPI
BSCLL
BY8
CS3
D-E
D-F
DCZOG
DPXWK
DR2
DRFUL
DRSTM
DU5
EBS
EJD
F00
F01
F04
FEDTE
G-S
G.N
GBZZK
GNP
GODZA
H.T
H.X
HBH
HF~
HGLYW
HHY
HVGLF
HZ~
IX1
J0M
JPC
KQQ
LATKE
LAW
LC2
LC3
LEEKS
LH4
LITHE
LOXES
LP6
LP7
LUTES
LW6
LYRES
M6O
MEWTI
MK4
MRFUL
MRSTM
MSFUL
MSSTM
MXFUL
MXSTM
N04
N05
N9A
NF~
NNB
O66
O9-
OIG
P2P
P2W
P2X
P4D
PALCI
Q.N
Q11
QB0
QRW
R.K
RIWAO
RJQFR
ROL
RX1
RYL
SAMSI
SUPJJ
TN5
UB1
V2E
VH1
W8V
W99
WBKPD
WIB
WIH
WIK
WLBEL
WOHZO
WQJ
WXSBR
WYISQ
XG1
XPP
XV2
ZY4
ZZTAW
~02
~IA
~WT
AAHHS
AAYOK
ABTAH
ACCFJ
ADZOD
AEEZP
AEQDE
AEUQT
AFPWT
AIWBW
AJBDE
ALUQN
RWI
RWS
WRC
AAYXX
CITATION
O8X
IQODW
7SC
8FD
FR3
JQ2
KR7
L7M
L~C
L~D
1XC
VOOES
ID FETCH-LOGICAL-a4509-93b6dd8e7d4a0d714877751c14182e30d6ed81fd9788a7a8e57a3f59228ab4093
IEDL.DBID DRFUL
ISICitedReferencesCount 18
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000226728600004&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0363-9061
IngestDate Sat Nov 29 15:11:11 EST 2025
Sun Nov 09 13:16:01 EST 2025
Mon Jul 21 09:14:16 EDT 2025
Tue Nov 18 22:31:44 EST 2025
Sat Nov 29 04:23:36 EST 2025
Wed Jan 22 16:55:37 EST 2025
Tue Nov 11 03:31:45 EST 2025
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 2
Keywords Sensitivity analysis
Rock mechanics
Theoretical study
Soil mechanics
Inverse problem
Formulation
Poroelasticity
direct differentiation method
Example
inverse problems
Parameter
Numerical simulation
adjoint state method
Differentiation
parameter identification
poroelasticity
sensitivity analysis
Language English
License http://doi.wiley.com/10.1002/tdm_license_1.1
CC BY 4.0
Attribution - NonCommercial: http://creativecommons.org/licenses/by-nc
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-a4509-93b6dd8e7d4a0d714877751c14182e30d6ed81fd9788a7a8e57a3f59228ab4093
Notes ark:/67375/WNG-T1LDG6X3-7
istex:7171EAA8DE2096B4E9693EDF0584CEF4D19B15E0
French Agency for Radioactive Waste Management (ANDRA)
ArticleID:NAG409
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ORCID 0000-0003-4702-4256
OpenAccessLink https://hal.science/hal-00111439
PQID 29630666
PQPubID 23500
PageCount 23
ParticipantIDs hal_primary_oai_HAL_hal_00111439v1
proquest_miscellaneous_29630666
pascalfrancis_primary_16446227
crossref_primary_10_1002_nag_409
crossref_citationtrail_10_1002_nag_409
wiley_primary_10_1002_nag_409_NAG409
istex_primary_ark_67375_WNG_T1LDG6X3_7
PublicationCentury 2000
PublicationDate February 2005
PublicationDateYYYYMMDD 2005-02-01
PublicationDate_xml – month: 02
  year: 2005
  text: February 2005
PublicationDecade 2000
PublicationPlace Chichester, UK
PublicationPlace_xml – name: Chichester, UK
– name: Chichester
PublicationTitle International journal for numerical and analytical methods in geomechanics
PublicationTitleAlternate Int. J. Numer. Anal. Meth. Geomech
PublicationYear 2005
Publisher John Wiley & Sons, Ltd
Wiley
Publisher_xml – name: John Wiley & Sons, Ltd
– name: Wiley
References Wang HF. Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology. Princeton University Press: Princeton, NJ, 2000.
Arora JS, Cardoso JB. Variational principle for shape sensitivity analysis. AIAA Journal 1992; 30:538-547.
Cheng AHD, Ligget JA. Boundary integral equation method for linear poroelasticity with applications to soil consolidation. International Journal for Numerical Methods in Engineering 1984; 20:255-278.
Dems K, Mróz Z. Variational approach to sensitivity analysis in thermoelasticity. Journal of Thermal Stresses 1987; 10:283-306.
Coussy O. Poromechanics. Wiley: New York, 2004.
Nocedal J, Wright SJ. Numerical Optimization. Springer: Berlin, 2002.
Biot MA. General theory of three-dimensional consolidation. Journal of Applied Physics 1941; 12:155-164.
Lions JL. Contrôle optimal des équations aux dérivées partielles. Dunod: Paris, 1968 (in French).
Cowin SC. Bone poroelasticity. Journal of Biomechanics 1999; 32:217-238.
Vidal CA, Lee HS, Haber RB. The consistent tangent operator for design sensitivity analysis of history-dependent response. Computing Systems in Engineering 1991; 2(5/6):509-523.
Mahnken R, Steinmann P. A finite element algorithm for parameter identification of material models for fluid saturated porous media. International Journal for Numerical and Analytical Methods in Geomechanics 2001; 25:415-434.
Tortorelli DA, Michaleris P. Design sensitivity analysis: overview and review. Inverse Problems in Engineering 1994; 1:71-103.
Zienkiewicz OC. The Finite Element Method. Mc-Graw Hill: New York, 1977.
Gill PE, Murray W, Wright MH. Practical Optimization. Academic Press: New York, 1982.
Lecampion B, Constantinescu A, Malinsky L. Identification of poroelastic constants of tight rocks from laboratory tests. International Journal of Geomechanics 2004, submitted.
Biot MA. Theory of elasticity and consolidation for a porous anisotropic solid. Journal of Applied Physics 1955; 26:182-185.
Cheng AHD, Predeleanu M. Transient boundary element formulation in poroelasticity. Applied Mathematical Modelling 1987; 11:285-290.
Detournay E, Berchenko I. Thermoporoelastic experiments at url. International Journal of Rock Mechanics and Mining Sciences 2004; 12:155-164.
Predeleanu M. Reciprocal theorem in the consolidation theory of porous media. Anal. Univ. Bucuresti, Seria Stiitele Naturii, Matematica, Mecanica 1968; 17:75-79.
1987; 11
1955; 26
1991; 2
1984; 20
1987; 10
1968; 17
2000
1941; 12
2004; 12
1987
1999; 32
2004
1982
1992
2003
2002
1994; 1
1993; 2
2001; 25
1968
1977
1992; 30
Nocedal (10.1002/nag.409-BIB24) 2002
Bonnet (10.1002/nag.409-BIB9) 1992
Cowin (10.1002/nag.409-BIB3) 1999; 32
Lecampion (10.1002/nag.409-BIB25) 2002
Cheng (10.1002/nag.409-BIB12) 1984; 20
Tortorelli (10.1002/nag.409-BIB7) 1994; 1
Detournay (10.1002/nag.409-BIB1) 1993; 2
Detournay (10.1002/nag.409-BIB5) 2004; 12
Biot (10.1002/nag.409-BIB15) 1941; 12
Wang (10.1002/nag.409-BIB2) 2000
Predeleanu (10.1002/nag.409-BIB21) 1968; 17
Constantinescu (10.1002/nag.409-BIB6) 2004
Biot (10.1002/nag.409-BIB16) 1955; 26
Dems (10.1002/nag.409-BIB10) 1987; 10
Vidal (10.1002/nag.409-BIB20) 1991; 2
Lecampion (10.1002/nag.409-BIB4) 2004
Mahnken (10.1002/nag.409-BIB8) 2001; 25
Curran (10.1002/nag.409-BIB14) 1987
Gill (10.1002/nag.409-BIB23) 1982
Cheng (10.1002/nag.409-BIB13) 1987; 11
Lions (10.1002/nag.409-BIB22) 1968
Zienkiewicz (10.1002/nag.409-BIB18) 1977
Coussy (10.1002/nag.409-BIB11) 2004
CEA (10.1002/nag.409-BIB17) 2003
Arora (10.1002/nag.409-BIB19) 1992; 30
References_xml – reference: Lecampion B, Constantinescu A, Malinsky L. Identification of poroelastic constants of tight rocks from laboratory tests. International Journal of Geomechanics 2004, submitted.
– reference: Coussy O. Poromechanics. Wiley: New York, 2004.
– reference: Wang HF. Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology. Princeton University Press: Princeton, NJ, 2000.
– reference: Nocedal J, Wright SJ. Numerical Optimization. Springer: Berlin, 2002.
– reference: Cowin SC. Bone poroelasticity. Journal of Biomechanics 1999; 32:217-238.
– reference: Dems K, Mróz Z. Variational approach to sensitivity analysis in thermoelasticity. Journal of Thermal Stresses 1987; 10:283-306.
– reference: Mahnken R, Steinmann P. A finite element algorithm for parameter identification of material models for fluid saturated porous media. International Journal for Numerical and Analytical Methods in Geomechanics 2001; 25:415-434.
– reference: Cheng AHD, Ligget JA. Boundary integral equation method for linear poroelasticity with applications to soil consolidation. International Journal for Numerical Methods in Engineering 1984; 20:255-278.
– reference: Arora JS, Cardoso JB. Variational principle for shape sensitivity analysis. AIAA Journal 1992; 30:538-547.
– reference: Predeleanu M. Reciprocal theorem in the consolidation theory of porous media. Anal. Univ. Bucuresti, Seria Stiitele Naturii, Matematica, Mecanica 1968; 17:75-79.
– reference: Tortorelli DA, Michaleris P. Design sensitivity analysis: overview and review. Inverse Problems in Engineering 1994; 1:71-103.
– reference: Cheng AHD, Predeleanu M. Transient boundary element formulation in poroelasticity. Applied Mathematical Modelling 1987; 11:285-290.
– reference: Biot MA. Theory of elasticity and consolidation for a porous anisotropic solid. Journal of Applied Physics 1955; 26:182-185.
– reference: Gill PE, Murray W, Wright MH. Practical Optimization. Academic Press: New York, 1982.
– reference: Biot MA. General theory of three-dimensional consolidation. Journal of Applied Physics 1941; 12:155-164.
– reference: Zienkiewicz OC. The Finite Element Method. Mc-Graw Hill: New York, 1977.
– reference: Lions JL. Contrôle optimal des équations aux dérivées partielles. Dunod: Paris, 1968 (in French).
– reference: Vidal CA, Lee HS, Haber RB. The consistent tangent operator for design sensitivity analysis of history-dependent response. Computing Systems in Engineering 1991; 2(5/6):509-523.
– reference: Detournay E, Berchenko I. Thermoporoelastic experiments at url. International Journal of Rock Mechanics and Mining Sciences 2004; 12:155-164.
– year: 1982
– volume: 2
  start-page: 509
  issue: 5/6
  year: 1991
  end-page: 523
  article-title: The consistent tangent operator for design sensitivity analysis of history‐dependent response
  publication-title: Computing Systems in Engineering
– start-page: 73
  year: 1987
  end-page: 78
– volume: 17
  start-page: 75
  year: 1968
  end-page: 79
  article-title: Reciprocal theorem in the consolidation theory of porous media
  publication-title: Anal. Univ. Bucuresti, Seria Stiitele Naturii, Matematica, Mecanica
– volume: 12
  start-page: 155
  year: 2004
  end-page: 164
  article-title: Thermoporoelastic experiments at url
  publication-title: International Journal of Rock Mechanics and Mining Sciences
– volume: 2
  year: 1993
– year: 1968
– year: 2004
  article-title: Identification of poroelastic constants of tight rocks from laboratory tests
  publication-title: International Journal of Geomechanics
– year: 2002
– volume: 1
  start-page: 71
  year: 1994
  end-page: 103
  article-title: Design sensitivity analysis: overview and review
  publication-title: Inverse Problems in Engineering
– volume: 20
  start-page: 255
  year: 1984
  end-page: 278
  article-title: Boundary integral equation method for linear poroelasticity with applications to soil consolidation
  publication-title: International Journal for Numerical Methods in Engineering
– volume: 11
  start-page: 285
  year: 1987
  end-page: 290
  article-title: Transient boundary element formulation in poroelasticity
  publication-title: Applied Mathematical Modelling
– volume: 26
  start-page: 182
  year: 1955
  end-page: 185
  article-title: Theory of elasticity and consolidation for a porous anisotropic solid
  publication-title: Journal of Applied Physics
– volume: 30
  start-page: 538
  year: 1992
  end-page: 547
  article-title: Variational principle for shape sensitivity analysis
  publication-title: AIAA Journal
– year: 2004
– volume: 25
  start-page: 415
  year: 2001
  end-page: 434
  article-title: A finite element algorithm for parameter identification of material models for fluid saturated porous media
  publication-title: International Journal for Numerical and Analytical Methods in Geomechanics
– year: 2003
– year: 2000
– year: 1977
– year: 1992
– volume: 10
  start-page: 283
  year: 1987
  end-page: 306
  article-title: Variational approach to sensitivity analysis in thermoelasticity
  publication-title: Journal of Thermal Stresses
– volume: 32
  start-page: 217
  year: 1999
  end-page: 238
  article-title: Bone poroelasticity
  publication-title: Journal of Biomechanics
– volume: 12
  start-page: 155
  year: 1941
  end-page: 164
  article-title: General theory of three‐dimensional consolidation
  publication-title: Journal of Applied Physics
– volume: 10
  start-page: 283
  year: 1987
  ident: 10.1002/nag.409-BIB10
  publication-title: Journal of Thermal Stresses
  doi: 10.1080/01495738708927014
– volume: 2
  volume-title: Fundamentals of Poroelasticity, Comprehensive Rocks Engineering
  year: 1993
  ident: 10.1002/nag.409-BIB1
– volume: 12
  start-page: 155
  year: 2004
  ident: 10.1002/nag.409-BIB5
  publication-title: International Journal of Rock Mechanics and Mining Sciences
– volume: 1
  start-page: 71
  year: 1994
  ident: 10.1002/nag.409-BIB7
  publication-title: Inverse Problems in Engineering
  doi: 10.1080/174159794088027573
– volume: 25
  start-page: 415
  year: 2001
  ident: 10.1002/nag.409-BIB8
  publication-title: International Journal for Numerical and Analytical Methods in Geomechanics
  doi: 10.1002/nag.136
– volume: 30
  start-page: 538
  year: 1992
  ident: 10.1002/nag.409-BIB19
  publication-title: AIAA Journal
  doi: 10.2514/3.10949
– year: 2003
  ident: 10.1002/nag.409-BIB17
– year: 2002
  ident: 10.1002/nag.409-BIB25
– volume-title: Practical Optimization
  year: 1982
  ident: 10.1002/nag.409-BIB23
– volume-title: Poromechanics
  year: 2004
  ident: 10.1002/nag.409-BIB11
– volume: 32
  start-page: 217
  year: 1999
  ident: 10.1002/nag.409-BIB3
  publication-title: Journal of Biomechanics
  doi: 10.1016/S0021-9290(98)00161-4
– year: 2004
  ident: 10.1002/nag.409-BIB4
  publication-title: International Journal of Geomechanics
– volume-title: A Global Computational Approach in Engineering Problems: Identification and Fatigue
  year: 2004
  ident: 10.1002/nag.409-BIB6
– volume: 20
  start-page: 255
  year: 1984
  ident: 10.1002/nag.409-BIB12
  publication-title: International Journal for Numerical Methods in Engineering
  doi: 10.1002/nme.1620200206
– volume-title: Numerical Optimization
  year: 2002
  ident: 10.1002/nag.409-BIB24
– volume: 12
  start-page: 155
  year: 1941
  ident: 10.1002/nag.409-BIB15
  publication-title: Journal of Applied Physics
  doi: 10.1063/1.1712886
– volume-title: Theory of Linear Poroelasticity with Applications to Geomechanics and Hydrogeology
  year: 2000
  ident: 10.1002/nag.409-BIB2
– volume-title: Contrôle optimal des équations aux dérivées partielles
  year: 1968
  ident: 10.1002/nag.409-BIB22
– volume: 17
  start-page: 75
  year: 1968
  ident: 10.1002/nag.409-BIB21
  publication-title: Anal. Univ. Bucuresti, Seria Stiitele Naturii, Matematica, Mecanica
– volume-title: The Finite Element Method
  year: 1977
  ident: 10.1002/nag.409-BIB18
– volume: 26
  start-page: 182
  year: 1955
  ident: 10.1002/nag.409-BIB16
  publication-title: Journal of Applied Physics
  doi: 10.1063/1.1721956
– year: 1987
  ident: 10.1002/nag.409-BIB14
– volume-title: IUTAM Symposium on Inverse Problems in Engineering Mechanics
  year: 1992
  ident: 10.1002/nag.409-BIB9
– volume: 11
  start-page: 285
  year: 1987
  ident: 10.1002/nag.409-BIB13
  publication-title: Applied Mathematical Modelling
  doi: 10.1016/0307-904X(87)90144-2
– volume: 2
  start-page: 509
  year: 1991
  ident: 10.1002/nag.409-BIB20
  publication-title: Computing Systems in Engineering
  doi: 10.1016/0956-0521(91)90053-8
SSID ssj0005096
Score 1.837343
Snippet This paper is devoted to the formulation of the direct differentiation method and adjoint state method in quasi‐static linear poroelasticity. We derive the...
This paper is devoted to the formulation of the direct differentiation method and adjoint state method in quasi-static linear poroelasticity. We derive the...
SourceID hal
proquest
pascalfrancis
crossref
wiley
istex
SourceType Open Access Repository
Aggregation Database
Index Database
Enrichment Source
Publisher
StartPage 163
SubjectTerms adjoint state method
Applied sciences
Buildings. Public works
Computation methods. Tables. Charts
direct differentiation method
Engineering Sciences
Exact sciences and technology
Geophysics
Geotechnics
inverse problems
Mechanics
parameter identification
Physics
poroelasticity
sensitivity analysis
Soil mechanics. Rocks mechanics
Solid mechanics
Structural analysis. Stresses
Title Sensitivity analysis for parameter identification in quasi-static poroelasticity
URI https://api.istex.fr/ark:/67375/WNG-T1LDG6X3-7/fulltext.pdf
https://onlinelibrary.wiley.com/doi/abs/10.1002%2Fnag.409
https://www.proquest.com/docview/29630666
https://hal.science/hal-00111439
Volume 29
WOSCitedRecordID wos000226728600004&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: 1096-9853
  dateEnd: 99991231
  omitProxy: false
  ssIdentifier: ssj0005096
  issn: 0363-9061
  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/eLvHCXMwpV1Lb9pAEF6l0ENzaB5tFZpHVxHqzcXYa-_6iEqAA0IVAZXbate7bq22psUQtbf8hPzG_JLO2IaAqkiVckKC8YOZ2d1v7G-_IaQpYhMmLk8cVEt3mPUCR-iAOwaWe-W3Y5gSddFsgo9GYjaLPm21-ir1ITYP3HBkFPM1DnCl89aWaKj68oHh1r06bqmCuqveHfemwwd-hxttXlRGsGqVO2bx4FZ16M5S9OwrEiHr6NvfSJBUOfgoKZtb7KDPbQxbLEK9gyfc_iF5WSFP2ilT5Yjs2eyY7G_pEb4i42uks5f9JKiq5EoowFqKCuE_kDlDU1Pxi4qQ0jSjv1YqT-9v73BvUhpTAPRzC5gc6drLP6_JtHc1-ThwqqYLjmLgMifydWiMsNww5RoO1RLnPICgMahErO-a0BrRTgxUn0JxJWzAlZ8EkecJpeEP-W9ILZtn9oTQmIlAuyqGVPBYrF2tWOQzC6aJTmAqaZD3a__LuFIkx8YY32WppexJcJKEczbgXGvDn6UIx78mlxDAza8omj3oDCV-h6gXUGF004YLFvHdmKnFNyS28UB-HvXlpD3s9sOZL3mDXOwkwMNVAT6GngcG79YZIWE84ksWldn5KpcezGhYEzZIswj_YzcsR50-fLz9P7NT8qLQjC3o4mektlys7Dl5Ht8s03xxUaX-XyyZCHQ
linkProvider Wiley-Blackwell
linkToHtml http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1Nb9NAEB2VBIlyoAVaEaDtClXcTB177V0fI9okVY2FSipyW629a7AAB_JRwY2fwG_klzBjO2kihITUkyV7bK939uPN-u0bgGOZmTB3Re6QWrrDrRc4Mg2EY3C61343wyExrZJNiCSR43H0tmFV0l6YWh9iteBGPaMar6mD04L0yZpqqP7witPevTYPfSFb0D697F_FNwQPN1r9qYxw2qq3zNLNJ82tG3PRnY_EhGxT5X4nhqSeYSXldXaLDfi5DmKrWai_c5vy78KDBnuyXt1YHsKWLR_B_TVFwsdw-Y4I7XVGCaYbwRKGwJaRRvgX4s6wwjQMo8qprCjZt4WeFb9__qLdSUXGENJPLKJyImzPf-zBVf9s9HroNGkXHM2xzpzIT0NjpBWGa9cIjJeEEAG6jWMsYn3XhNbIbm4w_pRaaGkDof08iDxP6hQ_yN-HVjkp7RNgGZdB6uoMG4PHs9RNNY98btE0T3McTDrwcukAlTWa5JQa47Oq1ZQ9hZWk8JkdfNbS8Gstw_G3yQv04OoqyWYPe7Gic4R7ERdG1118YeXglZmefiJqmwjU-2SgRt34dBCOfSU6cLjRAm7eigAy9Dw0OFo2CYU9kn6z6NJOFjPl4ZhGUWEHjiv__6vAKukN8PD0_8yO4N5w9CZW8Xly8Qy2KwXZijz-HFrz6cIewN3sel7MpodNP_gD8TMMZA
linkToPdf http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1bb9MwFD6CFiF44I7WDTYLTbyFpYkdO48VpR2iiqaxib5ZTuxABKRbLxN720_Yb9wv4Zwk7VohJCSeIiXHjuPjy-f483cA9lVmo9yXuUdq6R53gfBUKqRncbo3YTfDITGtgk3IJFHjcXzUsCrpLEytD7H64UY9oxqvqYO7M5sfrKmGmq_vOJ3da3MRC96Cdv94cDq6JXj48WqnMsZpqz4yS4kPmqQbc9Hdb8SEbFPl_iKGpJlhJeV1dIsN-LkOYqtZaPD4f8r_BB412JP16sbyFO648hk8XFMkfA7Hn4nQXkeUYKYRLGEIbBlphP8k7gwrbMMwqpzKipKdL8ysuLm6ptNJRcYQ0k8conIibM8vX8Dp4MPJ-0OvCbvgGY515sVhGlmrnLTc-FbieklKKdBtHNciLvRt5Kzq5hbXn8pIo5yQJsxFHATKpPhB4UtolZPSbQHLuBKpbzJsDAHPUj81PA65Q9M8zXEw6cDbpQN01miSU2iMH7pWUw40VpLGPDuY19LwrJbh-NPkDXpw9ZRksw97I033CPciLowvuvjCysErMzP9TtQ2KfSXZKhPuqP-MBqHWnZgd6MF3L4VAWQUBGiwt2wSGnskbbOY0k0WMx3gmEarwg7sV_7_W4F10hviZfvfzPbg_lF_oEcfk0878KASkK2446-gNZ8u3Gu4l13Mi9l0t-kGvwFstQvf
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=Sensitivity+analysis+for+parameter+identification+in+quasi-static+poroelasticity&rft.jtitle=International+journal+for+numerical+and+analytical+methods+in+geomechanics&rft.au=LECAMPION%2C+Brice&rft.au=CONSTANTINESCU%2C+Andrei&rft.date=2005-02-01&rft.pub=Wiley&rft.issn=0363-9061&rft.volume=29&rft.issue=2&rft.spage=163&rft.epage=185&rft_id=info:doi/10.1002%2Fnag.409&rft.externalDBID=n%2Fa&rft.externalDocID=16446227
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0363-9061&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0363-9061&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0363-9061&client=summon