ANALYTICAL SOLUTION FOR FIXED-FIXED ANISOTROPIC BEAM SUBJECTED TO UNIFORM LOAD

The analytical solutions of the stresses and displacements were obtained for fixed-fixed anisotropic beams subjected to uniform load. A stress function involving unknown coefficients was constructed, and the general expressions of stress and displacement were obtained by means of Airy stress functio...

Full description

Saved in:
Bibliographic Details
Published inApplied mathematics and mechanics Vol. 27; no. 10; pp. 1305 - 1310
Main Author 丁皓江 黄德进 王惠明
Format Journal Article
LanguageEnglish
Published Faculty of Engineering,Ningbo University,Ningbo 315211,Zhejiang Province,P.R.China%Department of Mechanics,Zhejiang University,Hangzhou 310027,P.R.China 01.10.2006
Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China%Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China
Subjects
Online AccessGet full text
ISSN0253-4827
1573-2754
DOI10.1007/s10483-006-1002-z

Cover

Abstract The analytical solutions of the stresses and displacements were obtained for fixed-fixed anisotropic beams subjected to uniform load. A stress function involving unknown coefficients was constructed, and the general expressions of stress and displacement were obtained by means of Airy stress function method. Two types of the description for the fixed end boundary condition were considered. The introduced unknown coefficients in stress function were determined by using the boundary conditions. The analytical solutions for stresses and displacements were finally obtained. Numerical tests show that the analytical solutions agree with the FEM results. The analytical solution supplies a classical example for the elasticity theory.
AbstractList O3; The analytical solutions of the stresses and displacements were obtained for fixed-fixed anisotropic beams subjected to uniform load. A stress function involving unknown coefficients was constructed, and the general expressions of stress and displacement were obtained by means of Airy stress function method. Two types of the description for the fixed end boundary condition were considered. The introduced unknown coefficients in stress function were determined by using the boundary conditions. The analytical solutions for stresses and displacements were finally obtained. Numerical tests show that the analytical solutions agree with the FEM results. The analytical solution supplies a classical example for the elasticity theory.
The analytical solutions of the stresses and displacements were obtained for fixed-fixed anisotropic beams subjected to uniform load. A stress function involving unknown coefficients was constructed, and the general expressions of stress and displacement were obtained by means of Airy stress function method. Two types of the description for the fixed end boundary condition were considered. The introduced unknown coefficients in stress function were determined by using the boundary conditions. The analytical solutions for stresses and displacements were finally obtained. Numerical tests show that the analytical solutions agree with the FEM results. The analytical solution supplies a classical example for the elasticity theory.
Author 丁皓江 黄德进 王惠明
AuthorAffiliation Department of Civil Engineering, Zhejiang University, Hangzhou 310027, P. R. China Faculty of Engineering, Ningbo University, Ningbo 315211, Zhejiang Province, P. R. China Department of Mechanics, Zhejiang University, Hangzhou 310027, P. R. China
AuthorAffiliation_xml – name: Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China%Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China;Faculty of Engineering,Ningbo University,Ningbo 315211,Zhejiang Province,P.R.China%Department of Mechanics,Zhejiang University,Hangzhou 310027,P.R.China
Author_xml – sequence: 1
  fullname: 丁皓江 黄德进 王惠明
BookMark eNp9kM9PgzAUxxszE-f0D_BGvJiYVPsDVnrEjSmGgXEs0VPTQasoA6Usbvvr7ZwnD17avLzv5728zzHo1U2tADjD6AojxK4NRq5PIUJDaGsCtwegjz1GIWGe2wN9RDwKXZ-wI3BszBtCyGWu2wdJkATxcxaNgtiZpfE8i9LEmaSPziR6Csfw53WCJJql2WP6EI2cmzCYOrP5zX04ymwrS515Ellg6sRpMD4Bh1pWRp3-_gMwn4TZ6A7G6e1uB8wp5R0kuuBMcS5JkS9wYQ_grJCejwnyXV5Q4hPKNJZcIT3kTHO88Jnkw5xqVchc0QG43M_9krWW9Yt4a1ZtbTeKzcasX6u1UMS6sCoQseGLffijbT5XynRiWZpcVZWsVbMywifEwz73uE3ifTJvG2NapcVHWy5luxEYiZ1nsfcs7OxdTcTWMuwPk5ed7Mqm7lpZVv-S57_ka1O_fJb2jIXM33VZKUEIZ9YHpt-GMIhD
CitedBy_id crossref_primary_10_1016_j_compositesb_2015_10_026
crossref_primary_10_1061__ASCE_EM_1943_7889_0000438
crossref_primary_10_1177_1099636221993863
crossref_primary_10_1007_s11029_020_09860_y
crossref_primary_10_1088_1757_899X_1164_1_012037
crossref_primary_10_1177_09544062221091668
crossref_primary_10_1631_jzus_A1500043
crossref_primary_10_1088_1757_899X_1164_1_012025
crossref_primary_10_1016_j_apm_2024_115735
crossref_primary_10_1016_j_tws_2022_108960
crossref_primary_10_1080_15376494_2022_2069309
crossref_primary_10_1016_j_ijmecsci_2022_107908
crossref_primary_10_1016_j_mechrescom_2010_05_006
crossref_primary_10_1155_2022_4777608
crossref_primary_10_56038_ejrnd_v2i2_25
crossref_primary_10_4028_www_scientific_net_AMM_110_116_4669
crossref_primary_10_1016_j_apm_2024_05_016
crossref_primary_10_1016_j_conbuildmat_2011_12_048
crossref_primary_10_1016_j_tws_2019_04_043
Cites_doi 10.1631/jzus.2005.A0126
10.1016/0045-7949(96)00029-6
10.1631/jzus.2005.A0779
ClassificationCodes O3
ContentType Journal Article
Copyright Copyright © Wanfang Data Co. Ltd. All Rights Reserved.
Copyright_xml – notice: Copyright © Wanfang Data Co. Ltd. All Rights Reserved.
DBID 2RA
92L
CQIGP
~WA
AAYXX
CITATION
7TB
8FD
FR3
2B.
4A8
92I
93N
PSX
TCJ
DOI 10.1007/s10483-006-1002-z
DatabaseName 维普_期刊
中文科技期刊数据库-CALIS站点
维普中文期刊数据库
中文科技期刊数据库- 镜像站点
CrossRef
Mechanical & Transportation Engineering Abstracts
Technology Research Database
Engineering Research Database
Wanfang Data Journals - Hong Kong
WANFANG Data Centre
Wanfang Data Journals
万方数据期刊 - 香港版
China Online Journals (COJ)
China Online Journals (COJ)
DatabaseTitle CrossRef
Technology Research Database
Mechanical & Transportation Engineering Abstracts
Engineering Research Database
DatabaseTitleList
Technology Research Database

DeliveryMethod fulltext_linktorsrc
Discipline Mathematics
DocumentTitleAlternate ANALYTICAL SOLUTION FOR FIXED-FIXED ANISOTROPIC BEAM SUBJECTED TO UNIFORM LOAD
EISSN 1573-2754
EndPage 1310
ExternalDocumentID yysxhlx_e200610002
10_1007_s10483_006_1002_z
22975811
GrantInformation_xml – fundername: 国家自然科学基金(10472102; 10432030)
  funderid: 国家自然科学基金(10472102; 10432030)
GroupedDBID -01
-0A
-52
-5D
-5G
-BR
-EM
-SA
-S~
-XX
-Y2
-~C
.86
.VR
06D
0R~
0VY
188
1N0
1SB
2.D
23M
2B.
2C.
2J2
2JN
2JY
2KG
2KM
2LR
2RA
2VQ
2~H
30V
4.4
406
408
40D
40E
5GY
5VR
5VS
5XA
5XB
5XL
67Z
6NX
8RM
8TC
8UJ
92E
92I
92L
92M
92Q
93N
95-
95.
95~
96X
9D9
9DA
AAAVM
AABHQ
AABYN
AAFGU
AAHNG
AAIAL
AAJKR
AANZL
AARHV
AARTL
AATVU
AAUYE
AAWCG
AAYIU
AAYQN
AAYTO
ABBBX
ABDBF
ABDZT
ABECU
ABFGW
ABFTV
ABHLI
ABHQN
ABJOX
ABKAS
ABKCH
ABKTR
ABMNI
ABMQK
ABNWP
ABPTK
ABQBU
ABSXP
ABTEG
ABTHY
ABTMW
ABXPI
ACBMV
ACBRV
ACBXY
ACBYP
ACDSR
ACGFS
ACHSB
ACHXU
ACIGE
ACIPQ
ACIWK
ACKNC
ACMDZ
ACMLO
ACOKC
ACOMO
ACSNA
ACTTH
ACVWB
ACWMK
ADHHG
ADHIR
ADINQ
ADKNI
ADKPE
ADMDM
ADRFC
ADTIX
ADURQ
ADYFF
ADZKW
AEBTG
AEFTE
AEGAL
AEGNC
AEJHL
AEJRE
AEKMD
AEOHA
AEPOP
AEPYU
AESTI
AETLH
AEVTX
AEXYK
AFEXP
AFGCZ
AFLOW
AFMKY
AFQWF
AFUIB
AFWTZ
AFZKB
AGAYW
AGDGC
AGGBP
AGGDS
AGJBK
AGMZJ
AGQMX
AGWIL
AGWZB
AGYKE
AHAVH
AHBYD
AHKAY
AHSBF
AHYZX
AIAKS
AIIXL
AILAN
AIMYW
AINHJ
AITGF
AJBLW
AJDOV
AJRNO
AJZVZ
AKQUC
ALMA_UNASSIGNED_HOLDINGS
ALWAN
AMKLP
AMYLF
AMYQR
ARMRJ
ASPBG
AVWKF
AXYYD
AZFZN
B-.
BA0
BAPOH
BBWZM
BDATZ
BGNMA
CAG
CAJEA
CAJUS
CCEZO
CCVFK
CDYEO
CHBEP
CIAHI
COF
CQIGP
CS3
CSCUP
CW9
DNIVK
EBLON
EBS
EIOEI
EJD
ESBYG
ESX
FA0
FEDTE
FERAY
FFXSO
FIGPU
FINBP
FNLPD
FRRFC
FSGXE
FWDCC
GGCAI
GGRSB
GJIRD
GNWQR
GQ6
GQ7
GQ8
H13
HF~
HG6
HMJXF
HRMNR
HVGLF
HZ~
I-F
IHE
IJ-
IPNFZ
IXD
IZIGR
I~X
I~Z
J-C
JBSCW
JUIAU
JZLTJ
KOV
KSO
LAK
LLZTM
M4Y
MA-
N2Q
NDZJH
NF0
NQJWS
NU0
O9-
O93
O9G
O9I
O9J
OVD
P19
P9R
PF0
PT4
PT5
Q--
Q-0
QOK
QOS
R-A
R89
R9I
REI
RHV
RNI
ROL
RPX
RSV
RT1
RZC
RZE
RZK
S..
S16
S1Z
S26
S27
S28
S3B
SAP
SCL
SCLPG
SDD
SDH
SHX
SISQX
SJYHP
SMT
SNE
SNX
SOJ
SPISZ
SRMVM
SSLCW
STPWE
SZN
T13
T16
T8Q
TCJ
TEORI
TGP
TSG
TSK
TSV
TUC
TUS
U1F
U1G
U2A
U5A
U5K
UG4
UGNYK
UMP
UNUBA
UOJIU
UTJUX
UZ4
UZXMN
VC2
VFIZW
W23
W48
WK8
YLTOR
Z5O
Z7R
Z7S
Z7U
Z7X
Z7Z
Z81
Z83
Z86
Z88
Z8M
Z8N
Z8R
Z8T
Z8W
ZMTXR
ZWQNP
~A9
~L9
~LB
~WA
AACDK
AAJBT
AAPKM
AASML
AATNV
AAYXX
AAYZH
ABAKF
ABBRH
ABDBE
ABJNI
ABQSL
ABTKH
ABWNU
ACAOD
ACDTI
ACPIV
ACUHS
ACZOJ
ADHKG
ADTPH
AEFQL
AEMSY
AESKC
AEVLU
AFDZB
AFOHR
AGQEE
AGQPQ
AGRTI
AHPBZ
AIGIU
AMVHM
AMXSW
AOCGG
ATHPR
AYFIA
BSONS
CITATION
DDRTE
DPUIP
IKXTQ
IWAJR
NPVJJ
SNPRN
SOHCF
UY8
~8M
7TB
8FD
ABRTQ
FR3
4A8
PSX
ID FETCH-LOGICAL-c339t-2fd97e99a2dcb1d00797da58120849d328237f1a9e0f697f91b87a96c3fedace3
ISSN 0253-4827
IngestDate Thu May 29 03:56:05 EDT 2025
Thu Sep 04 18:52:03 EDT 2025
Tue Jul 01 02:11:00 EDT 2025
Thu Apr 24 23:06:26 EDT 2025
Thu Nov 24 20:31:57 EST 2022
IsPeerReviewed true
IsScholarly true
Issue 10
Keywords analytical solution
stress function
fixed-fixed beam
anisotropy
Language English
License http://www.springer.com/tdm
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c339t-2fd97e99a2dcb1d00797da58120849d328237f1a9e0f697f91b87a96c3fedace3
Notes stress function
O343.1
anisotropy
analytical solution
31-1650/O1
fixed-fixed beam; anisotropy; stress function; analytical solution
fixed-fixed beam
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
PQID 822518959
PQPubID 23500
PageCount 6
ParticipantIDs wanfang_journals_yysxhlx_e200610002
proquest_miscellaneous_822518959
crossref_primary_10_1007_s10483_006_1002_z
crossref_citationtrail_10_1007_s10483_006_1002_z
chongqing_backfile_22975811
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2006-10-01
PublicationDateYYYYMMDD 2006-10-01
PublicationDate_xml – month: 10
  year: 2006
  text: 2006-10-01
  day: 01
PublicationDecade 2000
PublicationTitle Applied mathematics and mechanics
PublicationTitleAlternate Applied Mathematics and Mechanics(English Edition)
PublicationTitle_FL APPLIED MATHEMATICS AND MECHANICS
PublicationYear 2006
Publisher Faculty of Engineering,Ningbo University,Ningbo 315211,Zhejiang Province,P.R.China%Department of Mechanics,Zhejiang University,Hangzhou 310027,P.R.China
Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China%Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China
Publisher_xml – name: Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China%Department of Civil Engineering,Zhejiang University,Hangzhou 310027,P.R.China
– name: Faculty of Engineering,Ningbo University,Ningbo 315211,Zhejiang Province,P.R.China%Department of Mechanics,Zhejiang University,Hangzhou 310027,P.R.China
References S. G. Lekhnitskii (1002_CR2) 1968
J. M. Gere (1002_CR4) 1984
S. P. Timoshenko (1002_CR1) 1970
H. J. Ding (1002_CR6) 2005; 6
A. M. Jiang (1002_CR3) 2005; 6
S. R. Ahmed (1002_CR5) 1996; 61
References_xml – volume: 6
  start-page: 126
  issue: 2
  year: 2005
  ident: 1002_CR3
  publication-title: Journal of Zhejiang University, Science A
  doi: 10.1631/jzus.2005.A0126
– volume-title: Theory of Elasticity[M]
  year: 1970
  ident: 1002_CR1
– volume: 61
  start-page: 21
  issue: 1
  year: 1996
  ident: 1002_CR5
  publication-title: Computer & Structures
  doi: 10.1016/0045-7949(96)00029-6
– volume-title: Anisotropic Plate[M]
  year: 1968
  ident: 1002_CR2
– volume-title: Mechanics of Materials[M]
  year: 1984
  ident: 1002_CR4
– volume: 6
  start-page: 779
  issue: 8
  year: 2005
  ident: 1002_CR6
  publication-title: Journal of Zhejiang University, Science A
  doi: 10.1631/jzus.2005.A0779
SSID ssj0004744
Score 1.7639488
Snippet The analytical solutions of the stresses and displacements were obtained for fixed-fixed anisotropic beams subjected to uniform load. A stress function...
O3; The analytical solutions of the stresses and displacements were obtained for fixed-fixed anisotropic beams subjected to uniform load. A stress function...
SourceID wanfang
proquest
crossref
chongqing
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 1305
SubjectTerms Anisotropy
Beams (structural)
Boundary conditions
Finite element method
Mathematical analysis
Mathematical models
Stress functions
Stresses
各向异性
应力函数
未知系数
解析解
Title ANALYTICAL SOLUTION FOR FIXED-FIXED ANISOTROPIC BEAM SUBJECTED TO UNIFORM LOAD
URI http://lib.cqvip.com/qk/86647X/200610/22975811.html
https://www.proquest.com/docview/822518959
https://d.wanfangdata.com.cn/periodical/yysxhlx-e200610002
Volume 27
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1Lb9QwELaWIiQ4IJ5iKSBLcGJllNjxOj5WFLRCak9d0VvkOE67sElKNxHt_nrGiZ1keYlysaI4dhLP55nx4xsj9AZ6mdaZ5ASsBwxQRMZIKsKcqDTksQb7KY3lDh8dzxfL6NMpP51MmjG7pE7f6e1veSX_I1W4B3K1LNkbSLavFG7ANcgXUpAwpP8k4zaiSDcZ7V_UbhvMV1cmI206U-VqU9WX1cXKcvJVMds0qZ17gSxwO5vSMrOK2bpSOyd2eue06KO6drGcC2OZwqMd8ofuTJSFqsgXgNrZgBM3E31oIKOH4Gd3d9GsSOHN5jDr4PeveeVEOSM2hGhnR5zyFIxQ0QWF9trVPeFQFIx0JVhPPrK7Ietyf9Hpgec4RzEj3aeAFt8OBswv2v9k1_rdhkNkZltFYnfy2SqS7S10mwrRru4v6cFApxXtGcD9L_rF8I5xufsVNiTHeVWefYMW23VthvHKne-qzKF1R47LyQN034048EEHn4doYspH6N7RINjH6HgAEvZAwoALPAISHgEJWyDhHki4rrADErZAeoKWHz-cvF8Qd9AG0YzJmtA8k8JIqWim0zCDH5UiUxx8vyCOZMaojWiUh0qaIJ9LkcswjYWSc81ykylt2FO0V1aleYawialRQZRzNYeiTEsoHkSGB0pxHWoxRft9e4Gjpr_a8GMJtfxuUBZTFPgWTLSLUW-PSlknf5ThFL3ti1x0AVr-9jD2YklAjdq1MVWaqtkk4CfzMJZcTtFrJ67E9fRNcn29uTpfg8qxPcEuiNHnN3nrPro7dKEXaK--bMxLcGXr9FULvB8vIJsE
linkProvider Springer Nature
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=Analytical+solution+for+fixed-fixed+anisotropic+beam+subjected+to+uniform+load&rft.jtitle=Applied+mathematics+and+mechanics&rft.au=Ding%2C+Hao-jiang&rft.au=Huang%2C+De-jin&rft.au=Wang%2C+Hui-ming&rft.date=2006-10-01&rft.issn=0253-4827&rft.eissn=1573-2754&rft.volume=27&rft.issue=10&rft.spage=1305&rft.epage=1310&rft_id=info:doi/10.1007%2Fs10483-006-1002-z&rft.externalDBID=n%2Fa&rft.externalDocID=10_1007_s10483_006_1002_z
thumbnail_s http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fimage.cqvip.com%2Fvip1000%2Fqk%2F86647X%2F86647X.jpg
http://utb.summon.serialssolutions.com/2.0.0/image/custom?url=http%3A%2F%2Fwww.wanfangdata.com.cn%2Fimages%2FPeriodicalImages%2Fyysxhlx-e%2Fyysxhlx-e.jpg