Experimental Study on Combined Column of Steel Pipe

To study the properties of various steel-pipe combined columns, ten steel pipe combined columns were designed, including five axial compression specimens and five eccentric compression specimens. The test mainly investigated the influence of the combination of a flange steel pipe and web steel pipe...

Full description

Saved in:
Bibliographic Details
Published inInternational journal of steel structures Vol. 22; no. 1; pp. 240 - 252
Main Authors Zheng, Liang, Dou, Shengrun, Wang, Wen, Gao, Ying, Gai, Hongwei
Format Journal Article
LanguageEnglish
Published Seoul Korean Society of Steel Construction 01.02.2022
Springer Nature B.V
한국강구조학회
Subjects
Axial compression
Bearing capacity
Civil Engineering
Compression tests
Eccentricity
Engineering
Failure modes
Materials Science
Solid Mechanics
Stability
Steel pipes
Webs
토목공학
H-shaped column
Square steel tube
Eccentric compression
Composite steel tube
Axial compression
Online AccessGet full text

Cover

Abstract To study the properties of various steel-pipe combined columns, ten steel pipe combined columns were designed, including five axial compression specimens and five eccentric compression specimens. The test mainly investigated the influence of the combination of a flange steel pipe and web steel pipe on the combined column, including the overall failure mode, local failure mode, load–displacement curve, bearing capacity, and stability of the flange steel pipe and web steel pipes. The test results showed that the overall and local failure modes of the axial compression specimens with different steel pipe combinations were different. The failure modes of the eccentric compression specimens with different steel pipe combinations were almost identical. Except for the eccentric compression specimen PZH2, none of the other eccentric compression specimens exhibited local buckling. The combination of the flange steel pipes and web steel pipes near the flange steel pipes had an obviously effect on the bearing capacity, while the combination of steel pipes in the middle of the web had a lower effect on the bearing capacity. During the loading process, the flange and web steel pipe did not lose stability, and the weld between the steel pipes of the axial compression specimen and the eccentric compression specimen was not damaged. There was no obvious separation between the unwelded parts of the steel pipes.
AbstractList To study the properties of various steel-pipe combined columns, ten steel pipe combined columns were designed, including five axial compression specimens and five eccentric compression specimens. The test mainly investigated the influence of the combination of a flange steel pipe and web steel pipe on the combined column, including the overall failure mode, local failure mode, load–displacement curve, bearing capacity, and stability of the flange steel pipe and web steel pipes. The test results showed that the overall and local failure modes of the axial compression specimens with different steel pipe combinations were different. The failure modes of the eccentric compression specimens with different steel pipe combinations were almost identical. Except for the eccentric compression specimen PZH2, none of the other eccentric compression specimens exhibited local buckling. The combination of the flange steel pipes and web steel pipes near the flange steel pipes had an obviously effect on the bearing capacity, while the combination of steel pipes in the middle of the web had a lower effect on the bearing capacity. During the loading process, the flange and web steel pipe did not lose stability, and the weld between the steel pipes of the axial compression specimen and the eccentric compression specimen was not damaged. There was no obvious separation between the unwelded parts of the steel pipes.
To study the properties of various steel-pipe combined columns, ten steel pipe combined columns were designed, including fi ve axial compression specimens and fi ve eccentric compression specimens. The test mainly investigated the infl uence of the combination of a fl ange steel pipe and web steel pipe on the combined column, including the overall failure mode, local failure mode, load–displacement curve, bearing capacity, and stability of the fl ange steel pipe and web steel pipes. The test results showed that the overall and local failure modes of the axial compression specimens with diff erent steel pipe combinations were diff erent. The failure modes of the eccentric compression specimens with diff erent steel pipe combinations were almost identical. Except for the eccentric compression specimen PZH2, none of the other eccentric compression specimens exhibited local buckling. The combination of the fl ange steel pipes and web steel pipes near the fl ange steel pipes had an obviously eff ect on the bearing capacity, while the combination of steel pipes in the middle of the web had a lower eff ect on the bearing capacity. During the loading process, the fl ange and web steel pipe did not lose stability, and the weld between the steel pipes of the axial compression specimen and the eccentric compression specimen was not damaged. There was no obvious separation between the unwelded parts of the steel pipes. KCI Citation Count: 0
Author Gao, Ying
Dou, Shengrun
Wang, Wen
Gai, Hongwei
Zheng, Liang
Author_xml – sequence: 1
  givenname: Liang
  surname: Zheng
  fullname: Zheng, Liang
  organization: School of Civil Engineering, North University of China
– sequence: 2
  givenname: Shengrun
  surname: Dou
  fullname: Dou, Shengrun
  organization: School of Civil Engineering, North University of China
– sequence: 3
  givenname: Wen
  surname: Wang
  fullname: Wang, Wen
  organization: School of Civil Engineering, North University of China
– sequence: 4
  givenname: Ying
  surname: Gao
  fullname: Gao, Ying
  email: 934509957@qq.com
  organization: School of Civil Engineering, North University of China
– sequence: 5
  givenname: Hongwei
  surname: Gai
  fullname: Gai, Hongwei
  organization: School of Civil Engineering, North University of China
BackLink https://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002814171$$DAccess content in National Research Foundation of Korea (NRF)
BookMark eNp9kE1LAzEQhoNUsFX_gKcFTx6i-dxNjqVULRQUreewH7Nl222yJrtg_72xK3jzNDPM877MvDM0sc4CQjeU3FNCsodAOdMpJoxiQmRGMDtDU0Y0xymndIKmVGqFGZf0As1C2BGSUpZlU8SXXx345gC2z9vkvR-qY-JssnCHorFQxaYdDjZxddwBtMlr08EVOq_zNsD1b71EH4_LzeIZr1-eVov5GpeciB6LMqtVRSoNohRSAFRxLsoCKgESVClBQKFVRgpZgNaKZzlXomZMAKtBKn6J7kZf62uzLxvj8uZUt87svZm_bVZGa85TkUb2dmQ77z4HCL3ZucHbeJ5hKZNKKpXqSLGRKr0LwUNtuvh77o-GEvMTpBmDNDFIcwrSsCjioyhE2G7B_1n_o_oGuT12Ng
Cites_doi 10.1016/j.engstruct.2012.01.009
10.1016/j.jcsr.2011.11.003
10.1177/1369433218790127
10.1007/BF03215849
10.1016/j.jcsr.2014.03.002
10.1016/j.tws.2018.04.013
10.1016/j.tws.2018.04.002
10.1016/j.engstruct.2017.09.046
10.1007/s13296-018-0145-4
10.1016/j.jcsr.2018.04.014
10.1177/1369433217739708
10.1016/j.tws.2018.09.027
10.1016/j.jcsr.2016.08.006
10.1007/s13296-019-00234-2
10.1016/j.jcsr.2018.03.007
10.1016/j.jcsr.2016.04.026
10.1016/j.tws.2015.07.009
ContentType Journal Article
Copyright Korean Society of Steel Construction 2021
Korean Society of Steel Construction 2021.
Copyright_xml – notice: Korean Society of Steel Construction 2021
– notice: Korean Society of Steel Construction 2021.
DBID AAYXX
CITATION
ACYCR
DOI 10.1007/s13296-021-00570-2
DatabaseName CrossRef
Korean Citation Index
DatabaseTitle CrossRef
DatabaseTitleList


DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 2093-6311
EndPage 252
ExternalDocumentID oai_kci_go_kr_ARTI_9933646
10_1007_s13296_021_00570_2
GrantInformation_xml – fundername: the Applied Basic Research Program of Shanxi Province under Grant
  grantid: 201801D221233
GroupedDBID -EM
06D
0R~
0VY
203
29~
2KG
2VQ
30V
4.4
406
408
5GY
85H
96X
9ZL
AAFGU
AAHNG
AAIAL
AAJKR
AANZL
AAPBV
AARHV
AARTL
AATNV
AATVU
AAUYE
AAWCG
AAYFA
AAYIU
AAYQN
AAYTO
AAZMS
ABDZT
ABECU
ABFGW
ABFTD
ABFTV
ABJNI
ABJOX
ABKAS
ABKCH
ABMQK
ABQBU
ABSXP
ABTEG
ABTHY
ABTKH
ABTMW
ABXPI
ACBMV
ACBRV
ACBYP
ACGFO
ACGFS
ACHSB
ACIGE
ACIPQ
ACIWK
ACKNC
ACMDZ
ACMLO
ACOKC
ACREN
ACTTH
ACVWB
ACWMK
ADHHG
ADHIR
ADINQ
ADKNI
ADKPE
ADMDM
ADOXG
ADRFC
ADTPH
ADURQ
ADYFF
ADYOE
ADZKW
AEBTG
AEFTE
AEGNC
AEJHL
AEJRE
AENEX
AEOHA
AEPYU
AESKC
AESTI
AETCA
AEVLU
AEVTX
AEXYK
AFLOW
AFNRJ
AFQWF
AFWTZ
AFYQB
AFZKB
AGAYW
AGDGC
AGGBP
AGJBK
AGMZJ
AGQMX
AGWZB
AGYKE
AHAVH
AHBYD
AHKAY
AHSBF
AHYZX
AIAKS
AIIXL
AILAN
AIMYW
AITGF
AJBLW
AJDOV
AJRNO
AJZVZ
AKQUC
ALFXC
ALMA_UNASSIGNED_HOLDINGS
AMKLP
AMTXH
AMXSW
AMYLF
AMYQR
ANMIH
AOCGG
AXYYD
AYJHY
BGNMA
CSCUP
DDRTE
DNIVK
DPUIP
EBLON
EBS
EIOEI
EJD
ESBYG
FD6
FERAY
FFXSO
FIGPU
FINBP
FNLPD
FRRFC
FSGXE
FYJPI
GGCAI
GGRSB
GJIRD
GQ6
GQ7
HF~
HMJXF
HRMNR
HZ~
I0C
IKXTQ
IWAJR
IXD
J-C
JBSCW
JZLTJ
KOV
LLZTM
M4Y
MZR
NPVJJ
NQJWS
NU0
O9-
O9J
OK1
P2P
P9N
PQQKQ
PT4
R9I
RLLFE
RSV
S1Z
S27
S3B
SEG
SHX
SISQX
SNE
SNPRN
SNX
SOHCF
SOJ
SPISZ
SRMVM
SSLCW
STPWE
T13
TSG
U2A
UG4
UOJIU
UTJUX
UZXMN
VFIZW
W48
WK8
Z5O
Z7R
Z7Y
Z7Z
ZMTXR
ZZE
~A9
AACDK
AAJBT
AASML
AAYXX
ABAKF
ACAOD
ACDTI
ACZOJ
AEFQL
AEMSY
AFBBN
AGQEE
AGRTI
AIGIU
CITATION
H13
HG6
ROL
SJYHP
ACYCR
ID FETCH-LOGICAL-c304t-4c7f8d0d9e4c454eed7f8bcbed4e5e8c5e4eb9870b5be99837a384f224e2fe583
IEDL.DBID AGYKE
ISSN 1598-2351
IngestDate Tue Nov 21 21:40:29 EST 2023
Thu Oct 10 19:43:10 EDT 2024
Thu Sep 12 19:15:25 EDT 2024
Sat Dec 16 12:08:24 EST 2023
IsPeerReviewed true
IsScholarly true
Issue 1
Keywords H-shaped column
Square steel tube
Eccentric compression
Composite steel tube
Axial compression
Language English
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c304t-4c7f8d0d9e4c454eed7f8bcbed4e5e8c5e4eb9870b5be99837a384f224e2fe583
PQID 2625858869
PQPubID 2044002
PageCount 13
ParticipantIDs nrf_kci_oai_kci_go_kr_ARTI_9933646
proquest_journals_2625858869
crossref_primary_10_1007_s13296_021_00570_2
springer_journals_10_1007_s13296_021_00570_2
PublicationCentury 2000
PublicationDate 2022-02-01
PublicationDateYYYYMMDD 2022-02-01
PublicationDate_xml – month: 02
  year: 2022
  text: 2022-02-01
  day: 01
PublicationDecade 2020
PublicationPlace Seoul
PublicationPlace_xml – name: Seoul
– name: Heidelberg
PublicationTitle International journal of steel structures
PublicationTitleAbbrev Int J Steel Struct
PublicationYear 2022
Publisher Korean Society of Steel Construction
Springer Nature B.V
한국강구조학회
Publisher_xml – name: Korean Society of Steel Construction
– name: Springer Nature B.V
– name: 한국강구조학회
References Zhang, Han, Zhou (CR25) 2019; 134
Xu, Han, Li (CR18) 2016; 123
Zuo, Cai, Yang (CR32) 2012; 72
Cai, Zuo, Xie (CR3) 2011; 32
Liu, Yang, Song (CR6) 2018; 21
Zhang, Chen, Xiong (CR24) 2018; 145
Bo, Lin, Guofang (CR1) 2015; 43
Zhou, Ren, Jiang (CR28) 2019; 19
Tu, Wen (CR14) 2013; 34
Yang, Wang, Fu (CR23) 2015; 95
Zuo, Cai, Chen (CR33) 2018; 129
Liu, Tu, Ye (CR5) 2011; 44
Zongping, Jianyang, Hongtie (CR29) 2007; 28
Tokgoz, Dundar (CR13) 2012; 38
Liu, Song, Yang (CR8) 2019; 22
Ma, Tu (CR11) 2013; 34
Xu, Zhou, Chen (CR19) 2016; 127
Tu, Liu, Ye (CR15) 2012; 45
Xu, Yang, Tang (CR20) 2019; 19
Yafeng, Ding, Zhandong (CR21) 2008; 24
Liu, Xu, Liu (CR7) 2018; 147
Xiong, Chen, Zhang (CR17) 2017; 152
Cai, Zuo, Zhao (CR4) 2011; 32
Zhou, Xu, Chen (CR27) 2016; 12
Yang, Yang, Zhang (CR22) 2010; 10
Cai, Sun (CR2) 2008; 41
Wang, Han (CR16) 2018; 129
Zuo, Cai, Liu (CR30) 2011; 32
Zuo, Cai, Qian (CR31) 2011; 44
Liu, Zhou, Lei (CR9) 2019; 162
Ren, Han, Lam (CR12) 2014; 98
Zhe, Xiaofeng, Zengyu (CR26) 2007; 40
Long, Cai (CR10) 2006; 34
W Zhang (570_CR24) 2018; 145
ZL Zuo (570_CR30) 2011; 32
Z Bo (570_CR1) 2015; 43
LL Liu (570_CR5) 2011; 44
YL Long (570_CR10) 2006; 34
ZL Zuo (570_CR31) 2011; 44
XG Liu (570_CR7) 2018; 147
CZ Xu (570_CR20) 2019; 19
Li Zhe (570_CR26) 2007; 40
JP Liu (570_CR6) 2018; 21
J Cai (570_CR4) 2011; 32
S Tokgoz (570_CR13) 2012; 38
Xu Yafeng (570_CR21) 2008; 24
W Xu (570_CR18) 2016; 123
J Cai (570_CR3) 2011; 32
ZL Zuo (570_CR32) 2012; 72
ZL Zuo (570_CR33) 2018; 129
FC Wang (570_CR16) 2018; 129
J Cai (570_CR2) 2008; 41
T Zhou (570_CR28) 2019; 19
J Liu (570_CR9) 2019; 162
C Zongping (570_CR29) 2007; 28
T Zhou (570_CR27) 2016; 12
LY Ma (570_CR11) 2013; 34
YQ Tu (570_CR15) 2012; 45
YL Yang (570_CR22) 2010; 10
JP Liu (570_CR8) 2019; 22
YL Yang (570_CR23) 2015; 95
YB Zhang (570_CR25) 2019; 134
QX Ren (570_CR12) 2014; 98
QQ Xiong (570_CR17) 2017; 152
MY Xu (570_CR19) 2016; 127
YQ Tu (570_CR14) 2013; 34
References_xml – volume: 32
  start-page: 186
  issue: 12
  year: 2011
  end-page: 194
  ident: CR3
  article-title: Equivalent uniaxial constitutive relationship for core concrete of specially-shaped steel tubular column with binding bars
  publication-title: Journal of Building Structures
  contributor:
    fullname: Xie
– volume: 28
  start-page: 53
  issue: 3
  year: 2007
  end-page: 61
  ident: CR29
  article-title: Experimental study on seismic behavior of steel reinforced concrete special-shaped columns
  publication-title: Journal of Building Structures
  contributor:
    fullname: Hongtie
– volume: 41
  start-page: 14
  issue: 9
  year: 2008
  end-page: 20
  ident: CR2
  article-title: Experimental investigation on L-shaped concrete-filled steel tube stub columns with binding bars under axial load
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: Sun
– volume: 38
  start-page: 134
  issue: 5
  year: 2012
  end-page: 141
  ident: CR13
  article-title: Test of eccentrically loaded L-shaped section steel fiber high strength reinforced concrete and composite columns
  publication-title: Engineering Structure
  doi: 10.1016/j.engstruct.2012.01.009
  contributor:
    fullname: Dundar
– volume: 72
  start-page: 105
  year: 2012
  end-page: 118
  ident: CR32
  article-title: Eccentric load behavior of L-shaped CFT stub columns with binding bars
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2011.11.003
  contributor:
    fullname: Yang
– volume: 43
  start-page: 1301
  issue: 9
  year: 2015
  end-page: 1307
  ident: CR1
  article-title: Experimental study and parametric analysis on seismic behavior of solid-web steel reinforced concrete cross-shaped column
  publication-title: Journal of Tongji University (natural Science)
  contributor:
    fullname: Guofang
– volume: 44
  start-page: 43
  issue: 11
  year: 2011
  end-page: 51
  ident: CR31
  article-title: Experimental study on T-shaped CFT stub columns with binding bars subjected to axial compression
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: Qian
– volume: 22
  start-page: 427
  issue: 2
  year: 2019
  end-page: 443
  ident: CR8
  article-title: Research on mechanical behavior of L-shaped multi-cell concrete-filled steel tubular stub columns under axial compression
  publication-title: Advances in Structural Engineering
  doi: 10.1177/1369433218790127
  contributor:
    fullname: Yang
– volume: 34
  start-page: 87
  issue: 11
  year: 2006
  end-page: 92
  ident: CR10
  article-title: Experimental investigation into axial compressive behavior of L-shaped concrete-filled steel tubular stub columns with binding bars
  publication-title: Journal of South China University of Technology (natural Science Edition)
  contributor:
    fullname: Cai
– volume: 10
  start-page: 419
  issue: 4
  year: 2010
  end-page: 430
  ident: CR22
  article-title: Compressive behavior of T-shaped concrete filled steel tubular columns
  publication-title: International Journal of Steel Structures
  doi: 10.1007/BF03215849
  contributor:
    fullname: Zhang
– volume: 98
  start-page: 123
  year: 2014
  end-page: 133
  ident: CR12
  article-title: Experiments on special-shaped CFST stub columns under axial compression
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2014.03.002
  contributor:
    fullname: Lam
– volume: 32
  start-page: 79
  issue: 8
  year: 2011
  end-page: 89
  ident: CR30
  article-title: Experimental study of T-shaped CFT stub columns with binding bars subjected to eccentric load
  publication-title: Journal of Building Structures
  contributor:
    fullname: Liu
– volume: 129
  start-page: 404
  year: 2018
  end-page: 417
  ident: CR16
  article-title: Analytical behavior of special-shaped CFST stub columns under axial compression
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2018.04.013
  contributor:
    fullname: Han
– volume: 34
  start-page: 306
  issue: Sup1
  year: 2013
  end-page: 313
  ident: CR11
  article-title: Finite element analysis on behavior of multi-cell composite L-shaped concrete filled steel tubular columns under axial compression
  publication-title: Journal of Building Structures
  contributor:
    fullname: Tu
– volume: 12
  start-page: 227
  issue: 3
  year: 2016
  end-page: 244
  ident: CR27
  article-title: Eccentric loading behavior of L-shaped columns composed of concrete-filled steel tubes
  publication-title: Journal of Advanced Steel Construction
  contributor:
    fullname: Chen
– volume: 129
  start-page: 183
  year: 2018
  end-page: 196
  ident: CR33
  article-title: Performance of T-shaped CFST stub columns with binding bars under axial compression
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2018.04.002
  contributor:
    fullname: Chen
– volume: 152
  start-page: 758
  year: 2017
  end-page: 770
  ident: CR17
  article-title: Compressive behaviour and design of L-shaped columns fabricated using concrete-filled steel tubes
  publication-title: Engineering Structures
  doi: 10.1016/j.engstruct.2017.09.046
  contributor:
    fullname: Zhang
– volume: 19
  start-page: 591
  issue: 2
  year: 2019
  end-page: 602
  ident: CR20
  article-title: Experimental research on static behavior of stiffened T-shaped concrete-filled steel tubular stubs subjected to concentric axial loading
  publication-title: International Journal of Steel Structures
  doi: 10.1007/s13296-018-0145-4
  contributor:
    fullname: Tang
– volume: 147
  start-page: 203
  year: 2018
  end-page: 223
  ident: CR7
  article-title: Research on special-shaped concrete-filled steel tubular columns under axial compression
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2018.04.014
  contributor:
    fullname: Liu
– volume: 44
  start-page: 9
  issue: 10
  year: 2011
  end-page: 16
  ident: CR5
  article-title: Experimental study of the properties of axially loaded multi-cell T-shaped concrete-filled steel tubular stub columns
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: Ye
– volume: 21
  start-page: 1273
  issue: 9
  year: 2018
  end-page: 1287
  ident: CR6
  article-title: Numerical analysis on seismic behaviors of T-shaped concrete-filled steel tubular columns with reinforcement stiffeners
  publication-title: Advances in Structural Engineering
  doi: 10.1177/1369433217739708
  contributor:
    fullname: Song
– volume: 24
  start-page: 557
  issue: 4
  year: 2008
  end-page: 561
  ident: CR21
  article-title: Experiment and study of eccentric load for steel reinforced concrete special-shaped columns
  publication-title: Journal of Shenyang Jianzhu University (natural Science)
  contributor:
    fullname: Zhandong
– volume: 162
  start-page: 655
  year: 2019
  end-page: 675
  ident: CR9
  article-title: Eccentric compression performance of slender L-shaped column composed of concrete-filled steel tubes connected by steel linking plates
  publication-title: Journal of Constructional Steel Research
  contributor:
    fullname: Lei
– volume: 134
  start-page: 71
  year: 2019
  end-page: 83
  ident: CR25
  article-title: Mechanical performance of hexagonal multi-cell concrete-filled steel tubular (CFST) stub columns under axial compression
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2018.09.027
  contributor:
    fullname: Zhou
– volume: 127
  start-page: 231
  year: 2016
  end-page: 241
  ident: CR19
  article-title: Experimental study of slender LCFST columns connected by steel linking plates
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2016.08.006
  contributor:
    fullname: Chen
– volume: 19
  start-page: 1645
  issue: 5
  year: 2019
  end-page: 1661
  ident: CR28
  article-title: Calculating method study and parameter analysis of slender LCFST columns under axial loading
  publication-title: International Journal of Steel Structures
  doi: 10.1007/s13296-019-00234-2
  contributor:
    fullname: Jiang
– volume: 145
  start-page: 573
  year: 2018
  end-page: 590
  ident: CR24
  article-title: Performance of L-shaped columns comprising concrete-filled steel tubes under axial compression
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2018.03.007
  contributor:
    fullname: Xiong
– volume: 40
  start-page: 1
  issue: 1
  year: 2007
  end-page: 5
  ident: CR26
  article-title: Experimental study on the mechanical property of steel reinforced concrete short columns of T-shaped cross-section
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: Zengyu
– volume: 45
  start-page: 27
  issue: 9
  year: 2012
  end-page: 35
  ident: CR15
  article-title: Study on the properties of multi-cell T-shaped concrete-filled steel tubular intermediate long columns under axial load
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: Ye
– volume: 34
  start-page: 314
  issue: Sup1
  year: 2013
  end-page: 320
  ident: CR14
  article-title: Bearing capacity calculation of L-shaped concrete filled steel tubular columns subjected to axial compression
  publication-title: Journal of Building Structures
  contributor:
    fullname: Wen
– volume: 32
  start-page: 83
  issue: 2
  year: 2011
  end-page: 90
  ident: CR4
  article-title: Experimental research on eccentrically loaded L-shaped concrete-filled steel tubular stub columns with binding bars
  publication-title: Journal of Building Structures
  contributor:
    fullname: Zhao
– volume: 123
  start-page: 162
  year: 2016
  end-page: 175
  ident: CR18
  article-title: Performance of hexagonal CFST members under axial compression and bending
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2016.04.026
  contributor:
    fullname: Li
– volume: 95
  start-page: 374
  year: 2015
  end-page: 388
  ident: CR23
  article-title: Static behavior of T-shaped concrete-filled steel tubular columns subjected to concentric and eccentric compressive loads
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2015.07.009
  contributor:
    fullname: Fu
– volume: 134
  start-page: 71
  year: 2019
  ident: 570_CR25
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2018.09.027
  contributor:
    fullname: YB Zhang
– volume: 129
  start-page: 404
  year: 2018
  ident: 570_CR16
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2018.04.013
  contributor:
    fullname: FC Wang
– volume: 21
  start-page: 1273
  issue: 9
  year: 2018
  ident: 570_CR6
  publication-title: Advances in Structural Engineering
  doi: 10.1177/1369433217739708
  contributor:
    fullname: JP Liu
– volume: 123
  start-page: 162
  year: 2016
  ident: 570_CR18
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2016.04.026
  contributor:
    fullname: W Xu
– volume: 98
  start-page: 123
  year: 2014
  ident: 570_CR12
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2014.03.002
  contributor:
    fullname: QX Ren
– volume: 152
  start-page: 758
  year: 2017
  ident: 570_CR17
  publication-title: Engineering Structures
  doi: 10.1016/j.engstruct.2017.09.046
  contributor:
    fullname: QQ Xiong
– volume: 12
  start-page: 227
  issue: 3
  year: 2016
  ident: 570_CR27
  publication-title: Journal of Advanced Steel Construction
  contributor:
    fullname: T Zhou
– volume: 34
  start-page: 87
  issue: 11
  year: 2006
  ident: 570_CR10
  publication-title: Journal of South China University of Technology (natural Science Edition)
  contributor:
    fullname: YL Long
– volume: 41
  start-page: 14
  issue: 9
  year: 2008
  ident: 570_CR2
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: J Cai
– volume: 19
  start-page: 1645
  issue: 5
  year: 2019
  ident: 570_CR28
  publication-title: International Journal of Steel Structures
  doi: 10.1007/s13296-019-00234-2
  contributor:
    fullname: T Zhou
– volume: 72
  start-page: 105
  year: 2012
  ident: 570_CR32
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2011.11.003
  contributor:
    fullname: ZL Zuo
– volume: 32
  start-page: 83
  issue: 2
  year: 2011
  ident: 570_CR4
  publication-title: Journal of Building Structures
  contributor:
    fullname: J Cai
– volume: 95
  start-page: 374
  year: 2015
  ident: 570_CR23
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2015.07.009
  contributor:
    fullname: YL Yang
– volume: 43
  start-page: 1301
  issue: 9
  year: 2015
  ident: 570_CR1
  publication-title: Journal of Tongji University (natural Science)
  contributor:
    fullname: Z Bo
– volume: 34
  start-page: 314
  issue: Sup1
  year: 2013
  ident: 570_CR14
  publication-title: Journal of Building Structures
  contributor:
    fullname: YQ Tu
– volume: 32
  start-page: 186
  issue: 12
  year: 2011
  ident: 570_CR3
  publication-title: Journal of Building Structures
  contributor:
    fullname: J Cai
– volume: 24
  start-page: 557
  issue: 4
  year: 2008
  ident: 570_CR21
  publication-title: Journal of Shenyang Jianzhu University (natural Science)
  contributor:
    fullname: Xu Yafeng
– volume: 44
  start-page: 43
  issue: 11
  year: 2011
  ident: 570_CR31
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: ZL Zuo
– volume: 34
  start-page: 306
  issue: Sup1
  year: 2013
  ident: 570_CR11
  publication-title: Journal of Building Structures
  contributor:
    fullname: LY Ma
– volume: 40
  start-page: 1
  issue: 1
  year: 2007
  ident: 570_CR26
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: Li Zhe
– volume: 28
  start-page: 53
  issue: 3
  year: 2007
  ident: 570_CR29
  publication-title: Journal of Building Structures
  contributor:
    fullname: C Zongping
– volume: 45
  start-page: 27
  issue: 9
  year: 2012
  ident: 570_CR15
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: YQ Tu
– volume: 10
  start-page: 419
  issue: 4
  year: 2010
  ident: 570_CR22
  publication-title: International Journal of Steel Structures
  doi: 10.1007/BF03215849
  contributor:
    fullname: YL Yang
– volume: 44
  start-page: 9
  issue: 10
  year: 2011
  ident: 570_CR5
  publication-title: China Civil Engineering Journal
  contributor:
    fullname: LL Liu
– volume: 22
  start-page: 427
  issue: 2
  year: 2019
  ident: 570_CR8
  publication-title: Advances in Structural Engineering
  doi: 10.1177/1369433218790127
  contributor:
    fullname: JP Liu
– volume: 162
  start-page: 655
  year: 2019
  ident: 570_CR9
  publication-title: Journal of Constructional Steel Research
  contributor:
    fullname: J Liu
– volume: 145
  start-page: 573
  year: 2018
  ident: 570_CR24
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2018.03.007
  contributor:
    fullname: W Zhang
– volume: 147
  start-page: 203
  year: 2018
  ident: 570_CR7
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2018.04.014
  contributor:
    fullname: XG Liu
– volume: 32
  start-page: 79
  issue: 8
  year: 2011
  ident: 570_CR30
  publication-title: Journal of Building Structures
  contributor:
    fullname: ZL Zuo
– volume: 127
  start-page: 231
  year: 2016
  ident: 570_CR19
  publication-title: Journal of Constructional Steel Research
  doi: 10.1016/j.jcsr.2016.08.006
  contributor:
    fullname: MY Xu
– volume: 19
  start-page: 591
  issue: 2
  year: 2019
  ident: 570_CR20
  publication-title: International Journal of Steel Structures
  doi: 10.1007/s13296-018-0145-4
  contributor:
    fullname: CZ Xu
– volume: 129
  start-page: 183
  year: 2018
  ident: 570_CR33
  publication-title: Thin-Walled Structures
  doi: 10.1016/j.tws.2018.04.002
  contributor:
    fullname: ZL Zuo
– volume: 38
  start-page: 134
  issue: 5
  year: 2012
  ident: 570_CR13
  publication-title: Engineering Structure
  doi: 10.1016/j.engstruct.2012.01.009
  contributor:
    fullname: S Tokgoz
SSID ssj0061277
Score 2.2507174
Snippet To study the properties of various steel-pipe combined columns, ten steel pipe combined columns were designed, including five axial compression specimens and...
To study the properties of various steel-pipe combined columns, ten steel pipe combined columns were designed, including fi ve axial compression specimens and...
SourceID nrf
proquest
crossref
springer
SourceType Open Website
Aggregation Database
Publisher
StartPage 240
SubjectTerms Axial compression
Bearing capacity
Civil Engineering
Compression tests
Eccentricity
Engineering
Failure modes
Materials Science
Solid Mechanics
Stability
Steel pipes
Webs
토목공학
Title Experimental Study on Combined Column of Steel Pipe
URI https://link.springer.com/article/10.1007/s13296-021-00570-2
https://www.proquest.com/docview/2625858869
https://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002814171
Volume 22
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
ispartofPNX International Journal of STEEL STRUCTURES, 2022, 22(1), , pp.240-252
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1LT8JAEJ4IXPTg24giaYw3LSndbbs9EgOiRuMBEjxtuu2sIZhCEA76650tbQAfB05ts02bndmdR3a-bwCuWFNHvo6UHfqBY1qY0Z7z3aat0dB3c0dHgUEjPz373T5_GHiDJY47K3YvTiQzQ73EujE3q5el7JdiDMcmu1vJgaeV1t3rY7swwOSzs4aL5KhpETCvmWNl_v7Kmj8qpVO9Fmr-OB3NnE5nD3oFdGdRazJqzGeqEX_9ZnLcZD77sJsHoVZrsWoOYAvTQ9hZoSY8AtZeof63TLXhpzVOLTIflEpjQjdk1VJrrGkM8d16GU7wGPqddu-2a-cNFuyYOXxm8zjQInGSEHnMPU7ukp5VrDDh6KGIPeSoQtrRylNIeRkLIia4Jh2iq9ET7ATK6TjFU7CYaVxN1hMFU5REJSII_MgQOkUJRhiyKlwXYpaTBY-GXDImG1FIEoXMRCHdKlySJuQoHkpDf22ub2M5mkoK8u8lhVTM534VaoWiZL7xPqRL-ZzwhPDDKtwUgl8O___Ls81eP4dt1wAhsvrtGpRn0zleUHgyU_V8Odah1Hdb34zI2BY
link.rule.ids 315,783,787,27936,27937,41093,41535,42162,42604,52123,52246
linkProvider Springer Nature
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1NS8NAEF20HtSD-InRqkG8aSDNfmRzLNLSals8tNDbkk1mpVSS0taD_97ZNKGt6MFTEjYk8JKZecPOvCHkgTZMLEysvUiEvh1hhjYngoZnwMp3M9_Eoe1G7g9EZ8RexnxcNoUtqmr3akuy8NTrZjcaFAWzmP4iyfA9dLx7Vl_dKuaPgmblfzFkF_MWMU7jP0B5o2yV-f0ZW-FoN5ubLab5Y3O0iDntY3JUkkW3ufq6J2QHslNyuCEheEZoa0Oi37VVgV9unrlo5pjyQoon6H0yNze4BvDhvk1mcE5G7dbwueOVgxC8hPps6bEkNDL10whYwjjDsIbXOtGQMuAgEw4MdISWp7kGzJ9oGFPJDGINgQEu6QWpZXkGl8SldsA0ejmQVGOyk8owFLEVXopTiCGiDnms8FCzld6FWisbW_QUoqcK9FTgkHuETE2TibIy1fb4nqvpXCEZ7yqkPlQw4ZB6hagqDWShAsy7JJdSRA55qlBeL__9yqv_3X5H9jvDfk_1uoPXa3IQ2OaFoua6TmrL-SfcIKVY6tviD_oGjDO-Ew
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1LS8NAEF60guhBfGK0ahBvGppmH9kci7a0PkoPFnpbssmslEpSajz4751NG9qKHjwlYUMC3-7szLDzfUPIDW2aWJhYe5EIfdvCDG1OBE3PgJXvZr6JQ8tGfumL7pA9jvhohcVfVrtXR5JzToNVacqKxjQ1jSXxjQZl8Symwhhw-B5uwlvoiqgt6hsGrWovRvdd9l5En43rgfLmgjbz-zfWXNNmNjNrUeePg9LS_3T2yd4icHRb85k-IBuQHZLdFTnBI0LbK3L9rq0Q_HLzzEWTx_QXUrzBnShzc4NjAO_uYDyFYzLstF_vu96iKYKXUJ8VHktCI1M_jYAljDN0cfisEw0pAw4y4cBAR2iFmmvAXIqGMZXMIO4QGOCSnpBalmdwSlxqm00jaCCpxsQnlWEoYivCFKcQQ0QdclvhoaZz7Qu1VDm26ClET5XoqcAh1wiZmiRjZSWr7fUtV5OZwsC8pzAMooIJh9QrRNXCWD5UgDmY5FKKyCF3FcrL4b9_efa_16_I9uCho557_adzshNYHkNZfl0ntWL2CRcYXRT6slxA3xoYwlg
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=Experimental+Study+on+Combined+Column+of+Steel+Pipe&rft.jtitle=International+journal+of+steel+structures&rft.au=Zheng%2C+Liang&rft.au=Dou%2C+Shengrun&rft.au=Wang%2C+Wen&rft.au=Gao%2C+Ying&rft.date=2022-02-01&rft.issn=1598-2351&rft.eissn=2093-6311&rft.volume=22&rft.issue=1&rft.spage=240&rft.epage=252&rft_id=info:doi/10.1007%2Fs13296-021-00570-2&rft.externalDBID=n%2Fa&rft.externalDocID=10_1007_s13296_021_00570_2
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1598-2351&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1598-2351&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1598-2351&client=summon