Numerical verification of post-critical Beck's column behavior

The paper presents a different approach in studying the structural behavior for a perfectly elastic, uniform, cantilever column subject to combinations of dead and follower forces applied at the tip end. The static and dynamic responses are simulated using the explicit finite element program LS-DYNA...

Full description

Saved in:
Bibliographic Details
Published inInternational journal of non-linear mechanics Vol. 45; no. 3; pp. 242 - 255
Main Author Kwasniewski, Leslaw
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.04.2010
Subjects
Online AccessGet full text
ISSN0020-7462
1878-5638
DOI10.1016/j.ijnonlinmec.2009.11.007

Cover

Abstract The paper presents a different approach in studying the structural behavior for a perfectly elastic, uniform, cantilever column subject to combinations of dead and follower forces applied at the tip end. The static and dynamic responses are simulated using the explicit finite element program LS-DYNA. All possible geometric non-linearities are included in the numerical analysis. The paper presents FE model development, its verification, and several numerical tests showing continuous response of the column under different loading scenarios. The post-critical behavior identifying the divergence, flutter, and flutter-jump is presented and compared with the well-known stability map based on double eigencurves. The stability for a subtangential parameter close to 1 2 , restabilization under follower forces is also investigated, and a new interpretation of the regions in the stability map is proposed.
AbstractList The paper presents a different approach in studying the structural behavior for a perfectly elastic, uniform, cantilever column subject to combinations of dead and follower forces applied at the tip end. The static and dynamic responses are simulated using the explicit finite element program LS-DYNA. All possible geometric non-linearities are included in the numerical analysis. The paper presents FE model development, its verification, and several numerical tests showing continuous response of the column under different loading scenarios. The post-critical behavior identifying the divergence, flutter, and flutter-jump is presented and compared with the well-known stability map based on double eigencurves. The stability for a subtangential parameter close to [Display omitted], restabilization under follower forces is also investigated, and a new interpretation of the regions in the stability map is proposed.
The paper presents a different approach in studying the structural behavior for a perfectly elastic, uniform, cantilever column subject to combinations of dead and follower forces applied at the tip end. The static and dynamic responses are simulated using the explicit finite element program LS-DYNA. All possible geometric non-linearities are included in the numerical analysis. The paper presents FE model development, its verification, and several numerical tests showing continuous response of the column under different loading scenarios. The post-critical behavior identifying the divergence, flutter, and flutter-jump is presented and compared with the well-known stability map based on double eigencurves. The stability for a subtangential parameter close to 1 2 , restabilization under follower forces is also investigated, and a new interpretation of the regions in the stability map is proposed.
Author Kwasniewski, Leslaw
Author_xml – sequence: 1
  givenname: Leslaw
  surname: Kwasniewski
  fullname: Kwasniewski, Leslaw
  email: l.kwasniewski@il.pw.edu.pl
  organization: Warsaw University of Technology, Al. Armii Ludowej 16, 00-637 Warszawa, Poland
BookMark eNqNkD1PwzAQhi1UJNrCfwhTp4Rz3MTJAoKKL6mCpbvlXC7CIYmLnVTi35O2DIip053u3vcZnhmbdLYjxq45RBx4elNHph5PjelawigGyCPOIwB5xqY8k1mYpCKbsClADKFcpvEFm3lfw9hdgpyy27ehJWdQN8FunNW49cZ2ga2CrfV9iM70h-8D4efCB2iboe2Cgj70zlh3yc4r3Xi6-p1ztnl63KxewvX78-vqfh2iSEQfZqmIK52nZakLXRBolAIh1ZpnCMSxijnlRSJEWeVpDggyxxi1lgWmPNFizhZH7NbZr4F8r1rjkZpGd2QHr2QipFhyLsZkfkyis947qtTWmVa7b8VB7Y2pWv0xpvbGFOdqNDZ27_510fQHHb3TpjmJsDoSaHSxM-SUR0MdUmkcYa9Ka06g_ABWRZOI
CitedBy_id crossref_primary_10_17533_udea_redin_14229
crossref_primary_10_1016_j_ijnonlinmec_2014_12_007
crossref_primary_10_1155_2023_4839057
crossref_primary_10_47836_pjst_30_1_44
crossref_primary_10_47836_pjst_29_1_14
crossref_primary_10_1177_1081286512442436
crossref_primary_10_1007_s00707_012_0699_8
crossref_primary_10_1016_j_ijnonlinmec_2016_10_009
Cites_doi 10.1006/jsvi.2002.5003
10.1016/S0020-7683(96)00115-1
10.1016/j.ijnonlinmec.2006.11.011
10.1016/j.ijnonlinmec.2006.10.019
10.1016/0045-7825(94)00756-D
10.1016/S0045-7949(99)00051-6
10.1115/1.3098924
10.1006/jsvi.1995.0600
10.1016/j.jsv.2007.06.017
10.1006/jsvi.2000.3137
10.1006/jsvi.1999.2969
10.1016/0020-7683(69)90082-1
10.1115/1.1849170
10.1016/S0020-7462(00)00102-5
10.1016/S0045-7949(99)00050-4
10.1007/BF02008828
10.1006/jsvi.1996.0383
10.1006/jsvi.1998.2290
10.1016/0022-460X(90)90548-E
10.1016/0022-460X(88)90425-7
10.1016/S0020-7683(03)00298-1
10.1016/j.compstruc.2008.04.012
ContentType Journal Article
Copyright 2009 Elsevier Ltd
Copyright_xml – notice: 2009 Elsevier Ltd
DBID AAYXX
CITATION
7SC
7TB
8FD
FR3
H8D
JQ2
KR7
L7M
L~C
L~D
DOI 10.1016/j.ijnonlinmec.2009.11.007
DatabaseName CrossRef
Computer and Information Systems Abstracts
Mechanical & Transportation Engineering Abstracts
Technology Research Database
Engineering Research Database
Aerospace 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
Aerospace Database
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 Aerospace Database

DeliveryMethod fulltext_linktorsrc
Discipline Engineering
Mathematics
EISSN 1878-5638
EndPage 255
ExternalDocumentID 10_1016_j_ijnonlinmec_2009_11_007
S0020746209002029
GroupedDBID --K
--M
-~X
.DC
.~1
0R~
1B1
1RT
1~.
1~5
29J
4.4
457
4G.
5GY
5VS
6TJ
7-5
71M
8P~
9JN
AACTN
AAEDT
AAEDW
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAQXK
AAXUO
ABFNM
ABFRF
ABJNI
ABMAC
ABNEU
ABXDB
ABYKQ
ACDAQ
ACFVG
ACGFO
ACGFS
ACIWK
ACNNM
ACRLP
ADBBV
ADEZE
ADIYS
ADMUD
ADTZH
AEBSH
AECPX
AEFWE
AEKER
AENEX
AFKWA
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AI.
AIEXJ
AIKHN
AITUG
AIVDX
AJBFU
AJOXV
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
ASPBG
AVWKF
AXJTR
AZFZN
BBWZM
BJAXD
BKOJK
BLXMC
CS3
DU5
EBS
EFJIC
EFLBG
EJD
EO8
EO9
EP2
EP3
F5P
FDB
FEDTE
FGOYB
FIRID
FNPLU
FYGXN
G-2
G-Q
G8K
GBLVA
HMJ
HMV
HVGLF
HZ~
H~9
IHE
J1W
JJJVA
KOM
LY7
M25
M38
M41
MO0
N9A
NDZJH
O-L
O9-
OAUVE
OGIMB
OZT
P-8
P-9
P2P
PC.
PQQKQ
Q38
R2-
RIG
RNS
ROL
RPZ
SDF
SDG
SDP
SES
SET
SEW
SME
SPC
SPCBC
SPD
SPG
SSQ
SST
SSZ
T5K
T9H
TN5
UNMZH
VH1
WUQ
XFK
XPP
ZMT
~02
~G-
AATTM
AAXKI
AAYWO
AAYXX
ABDPE
ABWVN
ACRPL
ADNMO
AEIPS
AFJKZ
AFXIZ
AGCQF
AGQPQ
AGRNS
AIIUN
ANKPU
APXCP
BNPGV
CITATION
SSH
7SC
7TB
8FD
EFKBS
FR3
H8D
JQ2
KR7
L7M
L~C
L~D
ID FETCH-LOGICAL-c353t-8632fa96ddababe0ac73c06aa18c0e1cf21e9b533df9690c079c2caa7bc615a3
IEDL.DBID .~1
ISSN 0020-7462
IngestDate Fri Sep 05 10:50:05 EDT 2025
Thu Apr 24 23:08:04 EDT 2025
Tue Jul 01 04:03:33 EDT 2025
Fri Feb 23 02:34:34 EST 2024
IsPeerReviewed true
IsScholarly true
Issue 3
Keywords Follower force
Flutter
Beck's column
Elastic stability
Non-conservative elastic problems
Finite element
Language English
License https://www.elsevier.com/tdm/userlicense/1.0
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c353t-8632fa96ddababe0ac73c06aa18c0e1cf21e9b533df9690c079c2caa7bc615a3
Notes ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
PQID 753734113
PQPubID 23500
PageCount 14
ParticipantIDs proquest_miscellaneous_753734113
crossref_primary_10_1016_j_ijnonlinmec_2009_11_007
crossref_citationtrail_10_1016_j_ijnonlinmec_2009_11_007
elsevier_sciencedirect_doi_10_1016_j_ijnonlinmec_2009_11_007
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2010-04-01
PublicationDateYYYYMMDD 2010-04-01
PublicationDate_xml – month: 04
  year: 2010
  text: 2010-04-01
  day: 01
PublicationDecade 2010
PublicationTitle International journal of non-linear mechanics
PublicationYear 2010
Publisher Elsevier Ltd
Publisher_xml – name: Elsevier Ltd
References Rao, Rao (bib13) 1988; 125
Ziegler (bib11) 1968
M.M. Attard, J.-S. Lee, M-.Y. Kim, Dynamic stability of shear-flexible Beck's columns based on Engesser's and Haringx's buckling theories, Computers and Structures 86 (2008) 2042–2055.
Langthjem, Sugiyama (bib24) 2000; 74
Sugiyama, Langthjem, Ryu (bib9) 1999; 225
Bolotin, Zhinzher (bib12) 1969; 5
Koiter (bib6) 1996; 194
J.O. Hallquist, LS-DYNA Theory Manual, Livermore Software Technology Corporation, 2006.
Lee, Kim, Kim (bib32) 2007; 306
Andersen, Thomsen (bib17) 2002; 37
Rao, Rao (bib22) 1990; 138
Panovko, Gubanova (bib1) 1965
Bolotin (bib2) 1999; 52
Rao, Rao (bib21) 1987; 120
Vitaliani, Gasparini, Saetta (bib16) 1997; 34
Sugiyama, Katayama, Kiriyama, Ryu (bib14) 2000; 236
Elishakoff (bib7) 2005; 58
Langthjem, Sugiyama (bib10) 2000; 238
Sugiyama, Ryu, Langthjem (bib8) 2002; 254
Bolotin (bib5) 1964
Wolfram (bib29) 1999
Detinko (bib26) 2003; 40
Bolotin (bib4) 1963
Gasparini, Saetta, Vitaliani (bib15) 1995; 124
Katsikadelis, Tsiatas (bib31) 2007; 42
Langthjem, Sugiyama (bib23) 2000; 74
Sugiyama, Langthjem (bib30) 2007; 42
Beck (bib3) 1952; 3
Belitschko, Liu, Moran (bib28) 2001
Tedesco, McDougal, Ross (bib27) 1999
Timoshenko (bib19) 1936
Thomsen (bib20) 1994; 188
Rao (10.1016/j.ijnonlinmec.2009.11.007_bib13) 1988; 125
Timoshenko (10.1016/j.ijnonlinmec.2009.11.007_bib19) 1936
Elishakoff (10.1016/j.ijnonlinmec.2009.11.007_bib7) 2005; 58
Bolotin (10.1016/j.ijnonlinmec.2009.11.007_bib2) 1999; 52
10.1016/j.ijnonlinmec.2009.11.007_bib18
Detinko (10.1016/j.ijnonlinmec.2009.11.007_bib26) 2003; 40
Thomsen (10.1016/j.ijnonlinmec.2009.11.007_bib20) 1994; 188
Bolotin (10.1016/j.ijnonlinmec.2009.11.007_bib12) 1969; 5
Sugiyama (10.1016/j.ijnonlinmec.2009.11.007_bib14) 2000; 236
Katsikadelis (10.1016/j.ijnonlinmec.2009.11.007_bib31) 2007; 42
Sugiyama (10.1016/j.ijnonlinmec.2009.11.007_bib9) 1999; 225
Gasparini (10.1016/j.ijnonlinmec.2009.11.007_bib15) 1995; 124
Beck (10.1016/j.ijnonlinmec.2009.11.007_bib3) 1952; 3
Langthjem (10.1016/j.ijnonlinmec.2009.11.007_bib23) 2000; 74
10.1016/j.ijnonlinmec.2009.11.007_bib25
Panovko (10.1016/j.ijnonlinmec.2009.11.007_bib1) 1965
Bolotin (10.1016/j.ijnonlinmec.2009.11.007_bib4) 1963
Koiter (10.1016/j.ijnonlinmec.2009.11.007_bib6) 1996; 194
Andersen (10.1016/j.ijnonlinmec.2009.11.007_bib17) 2002; 37
Vitaliani (10.1016/j.ijnonlinmec.2009.11.007_bib16) 1997; 34
Tedesco (10.1016/j.ijnonlinmec.2009.11.007_bib27) 1999
Lee (10.1016/j.ijnonlinmec.2009.11.007_bib32) 2007; 306
Rao (10.1016/j.ijnonlinmec.2009.11.007_bib21) 1987; 120
Wolfram (10.1016/j.ijnonlinmec.2009.11.007_bib29) 1999
Ziegler (10.1016/j.ijnonlinmec.2009.11.007_bib11) 1968
Belitschko (10.1016/j.ijnonlinmec.2009.11.007_bib28) 2001
Sugiyama (10.1016/j.ijnonlinmec.2009.11.007_bib8) 2002; 254
Langthjem (10.1016/j.ijnonlinmec.2009.11.007_bib10) 2000; 238
Rao (10.1016/j.ijnonlinmec.2009.11.007_bib22) 1990; 138
Langthjem (10.1016/j.ijnonlinmec.2009.11.007_bib24) 2000; 74
Sugiyama (10.1016/j.ijnonlinmec.2009.11.007_bib30) 2007; 42
Bolotin (10.1016/j.ijnonlinmec.2009.11.007_bib5) 1964
References_xml – volume: 225
  start-page: 779
  year: 1999
  end-page: 782
  ident: bib9
  article-title: Realistic follower forces
  publication-title: Journal of Sound and Vibration
– year: 1965
  ident: bib1
  article-title: Stability and Oscillations of Elastic Systems
– reference: M.M. Attard, J.-S. Lee, M-.Y. Kim, Dynamic stability of shear-flexible Beck's columns based on Engesser's and Haringx's buckling theories, Computers and Structures 86 (2008) 2042–2055.
– volume: 236
  start-page: 193
  year: 2000
  end-page: 207
  ident: bib14
  article-title: Experimental verification of dynamic stability of vertical cantilevered columns subjected to a sub-tangential force
  publication-title: Journal of Sound and Vibration
– volume: 254
  start-page: 407
  year: 2002
  end-page: 410
  ident: bib8
  article-title: Beck's column as the ugly duckling
  publication-title: Journal of Sound and Vibration
– volume: 5
  start-page: 965
  year: 1969
  end-page: 989
  ident: bib12
  article-title: Effects of damping on stability of elastic systems subjected to nonconservative forces
  publication-title: International Journal of Solids and Structures
– year: 1999
  ident: bib29
  article-title: The Mathematica Book
– volume: 42
  start-page: 164
  year: 2007
  end-page: 171
  ident: bib31
  article-title: Non-linear dynamic stability of damped Beck's column with variable cross-section
  publication-title: International Journal of Non-Linear Mechanics
– reference: J.O. Hallquist, LS-DYNA Theory Manual, Livermore Software Technology Corporation, 2006.
– volume: 40
  start-page: 4479
  year: 2003
  end-page: 4486
  ident: bib26
  article-title: Lumped damping and stability of Beck column with a tip mass
  publication-title: International Journal of Solids and Structures
– volume: 306
  start-page: 766
  year: 2007
  end-page: 789
  ident: bib32
  article-title: Sub-tangentially loaded and damped Beck's columns on two-parameter elastic foundation
  publication-title: Journal of Sound and Vibration
– volume: 34
  start-page: 2497
  year: 1997
  end-page: 2516
  ident: bib16
  article-title: Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading
  publication-title: International Journal of Solids and Structures
– year: 1999
  ident: bib27
  article-title: Structural Dynamics Theory and Application
– year: 1936
  ident: bib19
  article-title: Theory of Elastic Stability
– volume: 74
  start-page: 385
  year: 2000
  end-page: 398
  ident: bib23
  article-title: Optimum design of cantilevered columns under the combined action of conservative and nonconservative loads. Part I. The undamped case
  publication-title: Computers and Structures
– volume: 238
  start-page: 809
  year: 2000
  end-page: 851
  ident: bib10
  article-title: Dynamic stability of columns subjected to follower loads: a survey
  publication-title: Journal of Sound and Vibration
– volume: 120
  start-page: 197
  year: 1987
  end-page: 200
  ident: bib21
  article-title: Applicability of the static or dynamic criterion for the stability of a cantilever column under a tip-concentrated subtangential follower force
  publication-title: Journal of Sound and Vibration
– volume: 3
  start-page: 225
  year: 1952
  end-page: 228
  ident: bib3
  article-title: Die Knicklast des einseitig eingespannten, tangential gedrückten Stabes
  publication-title: Zeitschrift für Angewandte Mathematik und Physik
– volume: 188
  start-page: 385
  year: 1994
  end-page: 405
  ident: bib20
  article-title: Chaotic dynamics of the partially follower-loaded elastic double pendulum
  publication-title: Journal of Sound and Vibration
– year: 2001
  ident: bib28
  article-title: Nonlinear Finite Elements for Continua and Structures
– volume: 124
  start-page: 63
  year: 1995
  end-page: 78
  ident: bib15
  article-title: On the stability and instability regions of non-conservative continuous system under partially follower forces
  publication-title: Computer Methods in Applied Mechanics and Engineering
– volume: 125
  start-page: 181
  year: 1988
  end-page: 184
  ident: bib13
  publication-title: Journal of Sound and Vibration
– volume: 194
  start-page: 636
  year: 1996
  end-page: 638
  ident: bib6
  article-title: Unrealistic follower forces
  publication-title: Journal of Sound and Vibration
– volume: 37
  start-page: 135
  year: 2002
  end-page: 151
  ident: bib17
  article-title: Post-critical behavior of Beck's column with a tip mass
  publication-title: International Journal of Non-Linear Mechanics
– volume: 42
  start-page: 132
  year: 2007
  end-page: 145
  ident: bib30
  article-title: Physical mechanism of the destabilizing effect of damping in continuous non-conservative dissipative systems
  publication-title: International Journal of Non-Linear Mechanics
– volume: 138
  start-page: 341
  year: 1990
  end-page: 344
  ident: bib22
  article-title: Stability of a cantilever column under a tip-concentrated subtangential follower force with damping
  publication-title: Journal of Sound and Vibration
– year: 1963
  ident: bib4
  article-title: Non-Conservative Problems of the Theory of Elastic Stability
– year: 1964
  ident: bib5
  article-title: The Dynamic Stability of Elastic Systems
– volume: 74
  start-page: 339
  year: 2000
  end-page: 408
  ident: bib24
  article-title: Optimum design of cantilevered columns under the combined action of conservative and nonconservative loads. Part II: the damped case
  publication-title: Computers and Structures
– year: 1968
  ident: bib11
  article-title: Principles of Structural Stability
– volume: 58
  start-page: 117
  year: 2005
  end-page: 142
  ident: bib7
  article-title: Controversy associated with the so-called “Follower Forces”: critical overview
  publication-title: Applied Mechanics Reviews
– volume: 52
  start-page: R1
  year: 1999
  end-page: R9
  ident: bib2
  article-title: Dynamic instabilities in mechanics of structures
  publication-title: Applied Mechanics Review
– volume: 254
  start-page: 407
  issue: 2
  year: 2002
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib8
  article-title: Beck's column as the ugly duckling
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.2002.5003
– volume: 34
  start-page: 2497
  year: 1997
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib16
  article-title: Finite element solution of the stability problem for nonlinear undamped and damped systems under nonconservative loading
  publication-title: International Journal of Solids and Structures
  doi: 10.1016/S0020-7683(96)00115-1
– volume: 42
  start-page: 132
  issue: 1
  year: 2007
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib30
  article-title: Physical mechanism of the destabilizing effect of damping in continuous non-conservative dissipative systems
  publication-title: International Journal of Non-Linear Mechanics
  doi: 10.1016/j.ijnonlinmec.2006.11.011
– volume: 120
  start-page: 197
  year: 1987
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib21
  article-title: Applicability of the static or dynamic criterion for the stability of a cantilever column under a tip-concentrated subtangential follower force
  publication-title: Journal of Sound and Vibration
– volume: 42
  start-page: 164
  issue: 1
  year: 2007
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib31
  article-title: Non-linear dynamic stability of damped Beck's column with variable cross-section
  publication-title: International Journal of Non-Linear Mechanics
  doi: 10.1016/j.ijnonlinmec.2006.10.019
– volume: 124
  start-page: 63
  year: 1995
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib15
  article-title: On the stability and instability regions of non-conservative continuous system under partially follower forces
  publication-title: Computer Methods in Applied Mechanics and Engineering
  doi: 10.1016/0045-7825(94)00756-D
– volume: 74
  start-page: 339
  year: 2000
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib24
  article-title: Optimum design of cantilevered columns under the combined action of conservative and nonconservative loads. Part II: the damped case
  publication-title: Computers and Structures
  doi: 10.1016/S0045-7949(99)00051-6
– volume: 52
  start-page: R1
  year: 1999
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib2
  article-title: Dynamic instabilities in mechanics of structures
  publication-title: Applied Mechanics Review
  doi: 10.1115/1.3098924
– volume: 188
  start-page: 385
  year: 1994
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib20
  article-title: Chaotic dynamics of the partially follower-loaded elastic double pendulum
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.1995.0600
– volume: 306
  start-page: 766
  year: 2007
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib32
  article-title: Sub-tangentially loaded and damped Beck's columns on two-parameter elastic foundation
  publication-title: Journal of Sound and Vibration
  doi: 10.1016/j.jsv.2007.06.017
– volume: 238
  start-page: 809
  year: 2000
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib10
  article-title: Dynamic stability of columns subjected to follower loads: a survey
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.2000.3137
– ident: 10.1016/j.ijnonlinmec.2009.11.007_bib18
– year: 2001
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib28
– year: 1968
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib11
– volume: 236
  start-page: 193
  issue: 2
  year: 2000
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib14
  article-title: Experimental verification of dynamic stability of vertical cantilevered columns subjected to a sub-tangential force
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.1999.2969
– volume: 5
  start-page: 965
  year: 1969
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib12
  article-title: Effects of damping on stability of elastic systems subjected to nonconservative forces
  publication-title: International Journal of Solids and Structures
  doi: 10.1016/0020-7683(69)90082-1
– year: 1999
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib29
– volume: 58
  start-page: 117
  year: 2005
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib7
  article-title: Controversy associated with the so-called “Follower Forces”: critical overview
  publication-title: Applied Mechanics Reviews
  doi: 10.1115/1.1849170
– volume: 37
  start-page: 135
  year: 2002
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib17
  article-title: Post-critical behavior of Beck's column with a tip mass
  publication-title: International Journal of Non-Linear Mechanics
  doi: 10.1016/S0020-7462(00)00102-5
– volume: 74
  start-page: 385
  year: 2000
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib23
  article-title: Optimum design of cantilevered columns under the combined action of conservative and nonconservative loads. Part I. The undamped case
  publication-title: Computers and Structures
  doi: 10.1016/S0045-7949(99)00050-4
– volume: 3
  start-page: 225
  year: 1952
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib3
  article-title: Die Knicklast des einseitig eingespannten, tangential gedrückten Stabes
  publication-title: Zeitschrift für Angewandte Mathematik und Physik
  doi: 10.1007/BF02008828
– volume: 194
  start-page: 636
  year: 1996
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib6
  article-title: Unrealistic follower forces
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.1996.0383
– year: 1965
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib1
– year: 1964
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib5
– volume: 225
  start-page: 779
  year: 1999
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib9
  article-title: Realistic follower forces
  publication-title: Journal of Sound and Vibration
  doi: 10.1006/jsvi.1998.2290
– year: 1999
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib27
– volume: 138
  start-page: 341
  issue: 2
  year: 1990
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib22
  article-title: Stability of a cantilever column under a tip-concentrated subtangential follower force with damping
  publication-title: Journal of Sound and Vibration
  doi: 10.1016/0022-460X(90)90548-E
– volume: 125
  start-page: 181
  year: 1988
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib13
  publication-title: Journal of Sound and Vibration
  doi: 10.1016/0022-460X(88)90425-7
– volume: 40
  start-page: 4479
  year: 2003
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib26
  article-title: Lumped damping and stability of Beck column with a tip mass
  publication-title: International Journal of Solids and Structures
  doi: 10.1016/S0020-7683(03)00298-1
– ident: 10.1016/j.ijnonlinmec.2009.11.007_bib25
  doi: 10.1016/j.compstruc.2008.04.012
– year: 1963
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib4
– year: 1936
  ident: 10.1016/j.ijnonlinmec.2009.11.007_bib19
SSID ssj0016407
Score 1.9126636
Snippet The paper presents a different approach in studying the structural behavior for a perfectly elastic, uniform, cantilever column subject to combinations of dead...
SourceID proquest
crossref
elsevier
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 242
SubjectTerms Beck's column
Columns (structural)
Computer simulation
Elastic stability
Finite element
Finite element method
Flutter
Follower force
Mathematical analysis
Mathematical models
Non-conservative elastic problems
Nonlinearity
Stability
Vibration
Title Numerical verification of post-critical Beck's column behavior
URI https://dx.doi.org/10.1016/j.ijnonlinmec.2009.11.007
https://www.proquest.com/docview/753734113
Volume 45
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LS8NAEF6KguhBfGJ9lBUET2s3mzTpgghVLFVpTwq9hd3JBqq1Lba9-tudyaNW8VDwlixZEmYms7PsN9_H2EXqNVyqQyVskhgROD8QGrQWBkfTMIwg1yLo9sLOS_DYb_Qr7K7shSFYZZH785yeZetipF5Ysz4ZDKjHV5FYhpKarhQ18QVBRLF-9bmAeXh0UJXDPKSgpzfY-TfGa_A6yggp3h3k1JVE6EnKsn-vUb-ydbYEtXfYdlE78lb-ebus4kZ7bGuJURDvugsa1uk-u-nN8wOZIceIJVBQ5gc-TvlkPJ0JKHQO-K2Dt8spB0pVI1627h-w5_b9811HFIIJAvyGPxPN0Fep0SGa3RrrpIHIBxka4zVBOg9S5TltscBL0D1agow0KDAmsoCFjfEP2Rrawx0xLm3DYqWB2x2VBk5KqwKDxVmSRJQiwFRZs7RQDAWZOGlaDOMSNfYaLxmXxC41bjZiNG6VqcXUSc6oscqk69IN8Y_wiDHzrzKdl66L8fehMxEzcuP5NMbdWoQLuecf_-8NJ2wzxxUQpueUrc0-5u4My5WZrWXxWGPrrYenTu8Ld-3s5g
linkProvider Elsevier
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1bSyMxFD50K-zqg-i64t0Igk9ZM5lbAyKoKPXSPnXBt5CcyUCrtsW2r_52T-ZSXfFB8G0mTJjhnMyXE_Ll-wAO8yB2uUokt1lmeOTCiCtUihtqzZMkxdKLoNNN2v-im_v4vgEX9VkYT6ussL_E9AKtq5bjKprH437fn_GV3ixDCuWvpPoBC1Ecpp7X9_dlzvMI_E5VyfMQ3D_-Ew7eSF79wbBQpHhyWGpXekVPby37-ST1Aa6LOehqBZar4pGdld-3Cg03_A1L7yQF6a4z12GdrMFpd1buyDwyGrKeFVQkgo1yNh5NphwrowN27vDhaMLQY9WQ1Wf3_0Dv6rJ30eaVYwLHMA6nvJWEMjcqobhbY50wmIYoEmOCFgoXYC4DpyxVeBnlRwkUqUKJxqQWqbIx4To0KR5uA5iwsaVSg9Y7Mo-cEFZGhqqzLEs9RqDZhFYdIY2Vmrg3tXjUNW1soN8F17tdKlptaAruJsh513EpqfGVTid1GvR_40MT9H-lO6tTp-n_8ZsiZuhGs4mm5VpKM3kQbn3vDfvwq93r3Om76-7tNiyWJANP8NmB5vR55napdpnavWJsvgL25u55
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=Numerical+verification+of+post-critical+Beck%27s+column+behavior&rft.jtitle=International+journal+of+non-linear+mechanics&rft.au=Kwasniewski%2C+Leslaw&rft.date=2010-04-01&rft.issn=0020-7462&rft.volume=45&rft.issue=3&rft.spage=242&rft.epage=255&rft_id=info:doi/10.1016%2Fj.ijnonlinmec.2009.11.007&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_ijnonlinmec_2009_11_007
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0020-7462&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0020-7462&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0020-7462&client=summon