Testing and initial verification of the world's first metal 3D printed bridge

Wire and arc additive manufacturing (WAAM) is a method of metal 3D printing that is suited to the requirements of the construction industry in terms of scale, speed and cost. Using this technology, a 10.5 m span footbridge, the first of its kind, has been printed. The testing, analysis and initial v...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of constructional steel research Jg. 172; S. 106233
Hauptverfasser: Gardner, Leroy, Kyvelou, Pinelopi, Herbert, Gordon, Buchanan, Craig
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Elsevier Ltd 01.09.2020
Schlagworte:
ISSN:0143-974X
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Abstract Wire and arc additive manufacturing (WAAM) is a method of metal 3D printing that is suited to the requirements of the construction industry in terms of scale, speed and cost. Using this technology, a 10.5 m span footbridge, the first of its kind, has been printed. The testing, analysis and initial verification of the bridge and its components are described herein. The experiments performed included advanced geometric analysis, material testing, compressive testing of cross-sections and full-scale load testing of the bridge at various stages throughout and post construction. Parallel finite element modelling of the full bridge and its constituent elements has also been performed as part of the verification. Confirmation that the bridge was able to sustain its full serviceability design load enabled to the bridge to be unveiled to the public, with controlled access, for Dutch Design Week 2018. Further testing under ultimate limit state design loading is planned before the bridge is placed in its final location and fully opened to the public. The project highlights the potential for metal 3D printing in structural engineering, as well as the necessary considerations for design. [Display omitted] •Initial verification of the world's first metal 3D printed bridge is undertaken.•Material behaviour of the bridge is determined by tensile coupon testing.•Compressive structural response of the key bridge components is assessed by stub column testing.•Full-scale structural load testing of the bridge both during and after construction under different load cases is described.•Finite element simulations of the bridge are carried out and comparisons are made with the test results.
AbstractList Wire and arc additive manufacturing (WAAM) is a method of metal 3D printing that is suited to the requirements of the construction industry in terms of scale, speed and cost. Using this technology, a 10.5 m span footbridge, the first of its kind, has been printed. The testing, analysis and initial verification of the bridge and its components are described herein. The experiments performed included advanced geometric analysis, material testing, compressive testing of cross-sections and full-scale load testing of the bridge at various stages throughout and post construction. Parallel finite element modelling of the full bridge and its constituent elements has also been performed as part of the verification. Confirmation that the bridge was able to sustain its full serviceability design load enabled to the bridge to be unveiled to the public, with controlled access, for Dutch Design Week 2018. Further testing under ultimate limit state design loading is planned before the bridge is placed in its final location and fully opened to the public. The project highlights the potential for metal 3D printing in structural engineering, as well as the necessary considerations for design. [Display omitted] •Initial verification of the world's first metal 3D printed bridge is undertaken.•Material behaviour of the bridge is determined by tensile coupon testing.•Compressive structural response of the key bridge components is assessed by stub column testing.•Full-scale structural load testing of the bridge both during and after construction under different load cases is described.•Finite element simulations of the bridge are carried out and comparisons are made with the test results.
ArticleNumber 106233
Author Kyvelou, Pinelopi
Herbert, Gordon
Gardner, Leroy
Buchanan, Craig
Author_xml – sequence: 1
  givenname: Leroy
  surname: Gardner
  fullname: Gardner, Leroy
  email: leroy.gardner@imperial.ac.uk
  organization: Department of Civil and Environmental Engineering, Imperial College London, UK
– sequence: 2
  givenname: Pinelopi
  surname: Kyvelou
  fullname: Kyvelou, Pinelopi
  organization: Department of Civil and Environmental Engineering, Imperial College London, UK
– sequence: 3
  givenname: Gordon
  surname: Herbert
  fullname: Herbert, Gordon
  organization: Department of Civil and Environmental Engineering, Imperial College London, UK
– sequence: 4
  givenname: Craig
  surname: Buchanan
  fullname: Buchanan, Craig
  organization: Department of Civil and Environmental Engineering, Imperial College London, UK
BookMark eNp9kD1PwzAQhj0UibbwB5i8MbX4CyeRWFD5lIpYisRmOfa5XJQmyLaK-PcklImh00mne17d-8zIpOs7IOSCsyVnXF81y8aluBRMjAstpJyQKeNKLqpCvZ-SWUoNY6ysZDklLxtIGbsttZ2n2GFG29I9RAzobMa-o32g-QPoVx9bf5lowJgy3UEe7uQd_YzYZfC0jui3cEZOgm0TnP_NOXl7uN-snhbr18fn1e164aTWeSFqdR2ELWxdcSd4wTUrtZaFL4JQQqgKFHdKqCLUldXgrPeqdkrVWvpKMyHnRBxyXexTihDM8MfOxm_DmRklmMaMEswowRwkDFD5D3KYfzvmaLE9jt4cUBhK7RGiSQ6hc-AxgsvG93gM_wFIaHvf
CitedBy_id crossref_primary_10_1016_j_istruc_2025_109044
crossref_primary_10_3390_technologies12060086
crossref_primary_10_1016_j_engstruct_2024_118501
crossref_primary_10_1016_j_engstruct_2023_115628
crossref_primary_10_1371_journal_pone_0324049
crossref_primary_10_1016_j_istruc_2023_105352
crossref_primary_10_1007_s00170_025_15132_7
crossref_primary_10_1016_j_istruc_2022_12_039
crossref_primary_10_1016_j_triboint_2022_108176
crossref_primary_10_1016_j_jmatprotec_2021_117373
crossref_primary_10_1016_j_engstruct_2023_115736
crossref_primary_10_1016_j_matdes_2020_108675
crossref_primary_10_1155_2022_3014060
crossref_primary_10_1016_j_tws_2023_111129
crossref_primary_10_1002_cepa_1565
crossref_primary_10_1061__ASCE_ST_1943_541X_0003427
crossref_primary_10_1002_adom_202501658
crossref_primary_10_1002_cepa_2653
crossref_primary_10_3390_axioms12040370
crossref_primary_10_1007_s10692_023_10426_6
crossref_primary_10_1016_j_matdes_2022_110544
crossref_primary_10_1007_s40964_022_00335_1
crossref_primary_10_1016_j_jallcom_2025_183664
crossref_primary_10_1016_j_conbuildmat_2025_143274
crossref_primary_10_3390_ma16134732
crossref_primary_10_1016_j_engstruct_2024_118764
crossref_primary_10_1016_j_tws_2021_108634
crossref_primary_10_1016_j_istruc_2023_105699
crossref_primary_10_1111_ffe_13598
crossref_primary_10_1016_j_jcsr_2023_108071
crossref_primary_10_1016_j_jcsr_2020_106490
crossref_primary_10_3390_buildings12010005
crossref_primary_10_3390_buildings13071772
crossref_primary_10_1016_j_engstruct_2024_117680
crossref_primary_10_1520_ACEM20230097
crossref_primary_10_1016_j_jobe_2023_107330
crossref_primary_10_1016_j_engstruct_2023_117141
crossref_primary_10_3390_buildings15060906
crossref_primary_10_1016_j_engstruct_2025_120192
crossref_primary_10_1016_j_matdes_2021_109921
crossref_primary_10_1002_stco_202100045
crossref_primary_10_1016_j_engstruct_2022_114922
crossref_primary_10_1038_s41598_023_29272_x
crossref_primary_10_1007_s44150_023_00092_x
crossref_primary_10_1016_j_engstruct_2023_116736
crossref_primary_10_1007_s44285_025_00046_3
crossref_primary_10_1002_cepa_2436
crossref_primary_10_1061_JSENDH_STENG_14357
crossref_primary_10_3390_app11188619
crossref_primary_10_1016_j_addma_2023_103696
crossref_primary_10_1016_j_autcon_2025_106313
crossref_primary_10_1016_j_engstruct_2023_117294
crossref_primary_10_1016_j_jobe_2025_112519
crossref_primary_10_1016_j_conbuildmat_2023_132836
crossref_primary_10_1016_j_engstruct_2022_114857
crossref_primary_10_1002_stab_202000097
crossref_primary_10_1007_s00170_021_07375_x
crossref_primary_10_1002_cepa_1753
crossref_primary_10_23939_sa2024_01_073
crossref_primary_10_1016_j_istruc_2024_107573
crossref_primary_10_1016_j_istruc_2025_110236
crossref_primary_10_1016_j_matdes_2024_113158
crossref_primary_10_1002_cepa_1750
crossref_primary_10_1515_zwf_2022_1091
crossref_primary_10_1016_j_jobe_2023_106988
crossref_primary_10_1016_j_matdes_2023_112517
crossref_primary_10_1016_j_jcsr_2021_106887
crossref_primary_10_1016_j_corcom_2022_08_001
crossref_primary_10_1016_j_addma_2021_102541
crossref_primary_10_1016_j_mattod_2022_05_008
crossref_primary_10_1016_j_tws_2024_112195
crossref_primary_10_1080_17445302_2024_2387509
crossref_primary_10_1016_j_tws_2022_109529
crossref_primary_10_1016_j_addma_2022_102822
crossref_primary_10_63174_xdi_QFDD2795
crossref_primary_10_1016_j_jclepro_2021_127201
crossref_primary_10_1016_j_tws_2023_111455
crossref_primary_10_1002_cepa_2507
crossref_primary_10_1002_cepa_2622
crossref_primary_10_1016_j_jcsr_2023_107982
crossref_primary_10_1016_j_jcsr_2024_108474
crossref_primary_10_1016_j_jclepro_2023_136071
crossref_primary_10_3390_designs7040083
crossref_primary_10_1016_j_rineng_2025_105610
crossref_primary_10_1016_j_istruc_2024_106134
crossref_primary_10_1016_j_jmmm_2024_172481
crossref_primary_10_1016_j_conbuildmat_2021_125925
crossref_primary_10_1016_j_istruc_2021_06_007
crossref_primary_10_3390_app15063351
crossref_primary_10_1016_j_jmapro_2022_08_010
crossref_primary_10_1016_j_matdes_2023_111854
crossref_primary_10_1002_cepa_2490
crossref_primary_10_1007_s00170_024_12963_8
crossref_primary_10_1089_3dp_2023_0112
crossref_primary_10_1007_s00170_021_07358_y
crossref_primary_10_1016_j_conbuildmat_2023_134813
crossref_primary_10_1016_j_istruc_2024_106689
crossref_primary_10_1016_j_cscm_2024_e03857
crossref_primary_10_3390_app142110007
crossref_primary_10_1016_j_jcsr_2025_109422
crossref_primary_10_1016_j_istruc_2021_08_055
crossref_primary_10_1080_10589759_2024_2381670
crossref_primary_10_1016_j_jcsr_2023_108106
crossref_primary_10_1002_cepa_1728
crossref_primary_10_1007_s40430_024_04917_8
crossref_primary_10_1002_2475_8876_70047
crossref_primary_10_1515_ijmr_2022_0302
crossref_primary_10_1007_s00170_023_11538_3
crossref_primary_10_1016_j_jmapro_2022_10_060
crossref_primary_10_1038_s41598_025_01815_4
crossref_primary_10_1016_j_matpr_2023_05_192
crossref_primary_10_1016_j_tws_2025_113701
crossref_primary_10_1016_j_tws_2025_113027
crossref_primary_10_3390_su14095197
crossref_primary_10_1002_smtd_202401809
crossref_primary_10_1002_cepa_2376
crossref_primary_10_1016_j_cscm_2022_e01541
crossref_primary_10_1016_j_cscm_2024_e03968
crossref_primary_10_1080_01446193_2021_1988667
crossref_primary_10_1016_j_engstruct_2024_118591
crossref_primary_10_1016_j_engstruct_2025_120800
crossref_primary_10_3390_s23249715
crossref_primary_10_3390_met14091033
crossref_primary_10_1016_j_engstruct_2024_119337
crossref_primary_10_1080_17452007_2023_2269559
crossref_primary_10_1016_j_istruc_2023_104883
crossref_primary_10_1016_j_jmapro_2022_09_032
crossref_primary_10_3390_app15126488
crossref_primary_10_1016_j_cirp_2025_04_013
crossref_primary_10_1016_j_tws_2025_113351
crossref_primary_10_1016_j_tws_2025_113594
crossref_primary_10_3390_buildings12091319
crossref_primary_10_1007_s00170_025_15438_6
crossref_primary_10_1016_j_jcsr_2025_109419
crossref_primary_10_1080_17452759_2024_2346821
crossref_primary_10_1007_s00170_024_14825_9
crossref_primary_10_1016_j_tws_2022_110029
crossref_primary_10_1002_smtd_202401822
crossref_primary_10_1016_j_ijfatigue_2023_107705
crossref_primary_10_1016_j_jcsr_2025_109892
crossref_primary_10_1088_1361_665X_ad8a30
crossref_primary_10_1007_s00170_025_15825_z
crossref_primary_10_1016_j_engstruct_2023_116577
crossref_primary_10_1016_j_tws_2025_113126
crossref_primary_10_1016_j_conbuildmat_2025_142567
crossref_primary_10_1016_j_jmatprotec_2025_118722
crossref_primary_10_1016_j_tws_2025_113120
crossref_primary_10_1007_s40194_024_01855_w
crossref_primary_10_1016_j_istruc_2022_06_012
crossref_primary_10_1016_j_istruc_2023_05_053
crossref_primary_10_1016_j_jcsr_2022_107603
crossref_primary_10_1016_j_tws_2023_110857
crossref_primary_10_1016_j_istruc_2025_108798
crossref_primary_10_5937_saj2401001Q
crossref_primary_10_1016_j_tws_2022_110218
crossref_primary_10_1017_dce_2021_20
crossref_primary_10_1016_j_istruc_2024_107857
crossref_primary_10_1016_j_ijfatigue_2023_107910
crossref_primary_10_1016_j_engstruct_2024_118819
crossref_primary_10_1016_j_tws_2025_113615
crossref_primary_10_1016_j_istruc_2024_106641
crossref_primary_10_1016_j_jmapro_2023_01_074
crossref_primary_10_1088_2631_7990_ada099
crossref_primary_10_1002_cepa_1476
crossref_primary_10_1016_j_ijmachtools_2023_104103
crossref_primary_10_1016_j_jcsr_2024_109069
crossref_primary_10_1016_j_tws_2025_113061
crossref_primary_10_1016_j_tws_2025_113182
crossref_primary_10_1016_j_matdes_2021_109740
crossref_primary_10_1016_j_jcsr_2024_108527
crossref_primary_10_1016_j_matdes_2024_113428
crossref_primary_10_1016_j_msea_2022_144538
crossref_primary_10_1016_j_engfailanal_2021_105495
crossref_primary_10_1002_adem_202500857
crossref_primary_10_1016_j_istruc_2025_109878
crossref_primary_10_1016_j_tws_2024_112902
crossref_primary_10_1061__ASCE_ST_1943_541X_0003188
crossref_primary_10_1016_j_autcon_2023_104918
crossref_primary_10_1016_j_jcsr_2024_109294
crossref_primary_10_1007_s00170_020_06116_w
crossref_primary_10_1016_j_jclepro_2023_136369
crossref_primary_10_1002_cepa_1483
crossref_primary_10_1016_j_jcsr_2023_108420
crossref_primary_10_3390_met13030589
crossref_primary_10_1016_j_autcon_2024_105888
crossref_primary_10_1016_j_engstruct_2023_116939
crossref_primary_10_3390_mi14030508
crossref_primary_10_1016_j_istruc_2022_08_084
crossref_primary_10_1061_JMCEE7_MTENG_18732
crossref_primary_10_1016_j_conbuildmat_2024_139214
crossref_primary_10_1007_s40964_025_01276_1
crossref_primary_10_1002_cepa_2344
crossref_primary_10_1002_cepa_1491
crossref_primary_10_1016_j_jobe_2022_104745
crossref_primary_10_3390_buildings12010053
crossref_primary_10_1016_j_engstruct_2024_117763
crossref_primary_10_1016_j_jcsr_2024_108747
crossref_primary_10_3390_app15179749
crossref_primary_10_1109_ACCESS_2021_3132797
crossref_primary_10_1016_j_tws_2020_107270
crossref_primary_10_1080_27525783_2025_2534822
crossref_primary_10_1016_j_jcsr_2025_109457
crossref_primary_10_1016_j_heliyon_2023_e17698
crossref_primary_10_1016_j_jcsr_2025_109332
Cites_doi 10.1016/j.conbuildmat.2018.08.195
10.1016/j.conbuildmat.2013.09.022
10.1016/j.matdes.2015.08.001
10.1016/j.matdes.2020.108675
10.1016/S0143-974X(02)00018-4
10.1016/j.engstruct.2005.11.001
10.1016/j.jcsr.2017.05.002
10.1016/j.engstruct.2016.10.023
10.1016/j.tws.2019.04.050
10.1007/s00170-019-04868-8
10.1016/j.engstruct.2018.11.045
10.1179/1743284715Y.0000000073
10.1016/j.msea.2018.03.075
10.1016/j.autcon.2017.12.031
10.1016/S0143-974X(99)00051-6
ContentType Journal Article
Copyright 2020 Elsevier Ltd
Copyright_xml – notice: 2020 Elsevier Ltd
DBID AAYXX
CITATION
DOI 10.1016/j.jcsr.2020.106233
DatabaseName CrossRef
DatabaseTitle CrossRef
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
ExternalDocumentID 10_1016_j_jcsr_2020_106233
S0143974X20307859
GroupedDBID --K
--M
.~1
0R~
1B1
1~.
1~5
29K
4.4
457
4G.
5GY
5VS
7-5
71M
8P~
9JN
AABXZ
AACTN
AAEDT
AAEDW
AAEPC
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAQXK
AATTM
AAXKI
AAXUO
ABFNM
ABJNI
ABMAC
ABWVN
ABXDB
ABXRA
ACDAQ
ACGFS
ACNNM
ACRLP
ACRPL
ADBBV
ADEZE
ADMUD
ADNMO
ADTZH
AEBSH
AECPX
AEIPS
AEKER
AENEX
AEZYN
AFJKZ
AFRZQ
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AI.
AIEXJ
AIKHN
AITUG
AKRWK
ALMA_UNASSIGNED_HOLDINGS
AMRAJ
ANKPU
ASPBG
AVWKF
AXJTR
AZFZN
BJAXD
BKOJK
BLXMC
BNPGV
CS3
D-I
EBS
EFJIC
EJD
EO8
EO9
EP2
EP3
FDB
FEDTE
FGOYB
FIRID
FNPLU
FYGXN
G-2
G-Q
GBLVA
HVGLF
HZ~
IHE
J1W
JJJVA
KOM
LY7
M41
MAGPM
MO0
N9A
O-L
O9-
OAUVE
OZT
P-8
P-9
P2P
PC.
Q38
R2-
RIG
ROL
RPZ
SDF
SDG
SES
SET
SEW
SPC
SPCBC
SSH
SSM
SST
SSZ
T5K
VH1
WUQ
ZMT
~G-
9DU
AAYWO
AAYXX
ACLOT
ACVFH
ADCNI
AEUPX
AFPUW
AGQPQ
AIGII
AIIUN
AKBMS
AKYEP
APXCP
CITATION
EFKBS
EFLBG
~HD
ID FETCH-LOGICAL-c366t-2b45f2a7ab91c21716086637d7f242249e41c4247fb9a6ecadd4bc44b63d96023
ISICitedReferencesCount 202
ISICitedReferencesURI http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000571391700002&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D
ISSN 0143-974X
IngestDate Tue Nov 18 22:14:43 EST 2025
Sat Nov 29 07:21:57 EST 2025
Sun Apr 06 06:53:22 EDT 2025
IsPeerReviewed true
IsScholarly true
Keywords Finite element modelling
Stability
Wire and arc additive manufacturing
Steel structures
3D printing
Testing
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c366t-2b45f2a7ab91c21716086637d7f242249e41c4247fb9a6ecadd4bc44b63d96023
ParticipantIDs crossref_primary_10_1016_j_jcsr_2020_106233
crossref_citationtrail_10_1016_j_jcsr_2020_106233
elsevier_sciencedirect_doi_10_1016_j_jcsr_2020_106233
PublicationCentury 2000
PublicationDate September 2020
2020-09-00
PublicationDateYYYYMMDD 2020-09-01
PublicationDate_xml – month: 09
  year: 2020
  text: September 2020
PublicationDecade 2020
PublicationTitle Journal of constructional steel research
PublicationYear 2020
Publisher Elsevier Ltd
Publisher_xml – name: Elsevier Ltd
References Haden, Zeng, Carter, Ruhl, Krick, Harlow (bb0035) 2017; 16
Gardner, Ashraf (bb0080) 2006; 28
Kyvelou, Slack, Daskalaki Mountanou, Wadee, Britton, Buchanan, Gardner (bb0050) 2020; 192
Centre for Advanced Structural Engineering (bb0120) 1990
Ramberg, Osgood (bb0060) 1943
Hill (bb0065) 1944
EN 1993-1-4 (bb0095) 2006
Gordon, Haden, Nied, Vinci, Harlow (bb0040) 2018; 724
Mirambell, Real (bb0070) 2000; 54
Yan, Chen, Quach, Young (bb0015) 2019; 144
Buchanan, Matilainen, Salminen, Gardner (bb0010) 2017; 136
EN ISO 6892-1 (bb0055) 2009
Rhinoceros 3D (bb0110) 2017
Rasmussen (bb0075) 2003; 59
Laghi, Palermo, Gasparini, Girelli, Trombetti (bb0020) 2019
Williams, Martina, Addison, Ding, Pardal, Colegrove (bb0045) 2016; 32
Wang, Afshan, Schillo, Theofanous, Feldmann, Gardner (bb0115) 2017; 130
Geomagic Wrap (bb0105) 2017
Camacho, Clayton, O’Brien, Seepersad, Juenger, Ferron, Salamone (bb0030) 2018; 89
Buchanan, Gardner (bb0005) 2019; 180
Gardner, Yun (bb0090) 2018; 189
Arrayago, Real, Gardner (bb0085) 2015; 87
Laghi, Palermo, Tonelli, Gasparini, Ceschini, Trombetti (bb0025) 2020; 106
Ibrahim, Mahmoud, Yamin, Patibandla (bb0100) 2014; 50
Abaqus/CAE (bb0125) 2016
Arrayago (10.1016/j.jcsr.2020.106233_bb0085) 2015; 87
Williams (10.1016/j.jcsr.2020.106233_bb0045) 2016; 32
Abaqus/CAE (10.1016/j.jcsr.2020.106233_bb0125) 2016
Buchanan (10.1016/j.jcsr.2020.106233_bb0010) 2017; 136
Gordon (10.1016/j.jcsr.2020.106233_bb0040) 2018; 724
Gardner (10.1016/j.jcsr.2020.106233_bb0090) 2018; 189
Laghi (10.1016/j.jcsr.2020.106233_bb0025) 2020; 106
Gardner (10.1016/j.jcsr.2020.106233_bb0080) 2006; 28
Rhinoceros 3D (10.1016/j.jcsr.2020.106233_bb0110) 2017
Buchanan (10.1016/j.jcsr.2020.106233_bb0005) 2019; 180
Laghi (10.1016/j.jcsr.2020.106233_bb0020) 2019
Ramberg (10.1016/j.jcsr.2020.106233_bb0060) 1943
Mirambell (10.1016/j.jcsr.2020.106233_bb0070) 2000; 54
Centre for Advanced Structural Engineering (10.1016/j.jcsr.2020.106233_bb0120) 1990
Kyvelou (10.1016/j.jcsr.2020.106233_bb0050) 2020; 192
EN ISO 6892-1 (10.1016/j.jcsr.2020.106233_bb0055) 2009
Wang (10.1016/j.jcsr.2020.106233_bb0115) 2017; 130
Haden (10.1016/j.jcsr.2020.106233_bb0035) 2017; 16
Ibrahim (10.1016/j.jcsr.2020.106233_bb0100) 2014; 50
Hill (10.1016/j.jcsr.2020.106233_bb0065) 1944
Rasmussen (10.1016/j.jcsr.2020.106233_bb0075) 2003; 59
EN 1993-1-4 (10.1016/j.jcsr.2020.106233_bb0095) 2006
Yan (10.1016/j.jcsr.2020.106233_bb0015) 2019; 144
Geomagic Wrap (10.1016/j.jcsr.2020.106233_bb0105) 2017
Camacho (10.1016/j.jcsr.2020.106233_bb0030) 2018; 89
References_xml – volume: 59
  start-page: 47
  year: 2003
  end-page: 61
  ident: bb0075
  article-title: Full-range stress–strain curves for stainless steel alloys
  publication-title: J. Constr. Steel Res.
– volume: 106
  start-page: 3693
  year: 2020
  end-page: 3705
  ident: bb0025
  article-title: Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing
  publication-title: Int. J. Adv. Manuf. Technol.
– volume: 130
  start-page: 297
  year: 2017
  end-page: 315
  ident: bb0115
  article-title: Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections
  publication-title: Eng. Struct.
– volume: 192
  start-page: 108675
  year: 2020
  ident: bb0050
  article-title: Mechanical and microstructural testing of wire and arc additively manufactured sheet material
  publication-title: Mater. Des.
– volume: 16
  start-page: 115
  year: 2017
  end-page: 123
  ident: bb0035
  article-title: Wire and arc additive manufactured steel: tensile and wear properties
  publication-title: Addit. Manuf.
– volume: 87
  start-page: 540
  year: 2015
  end-page: 552
  ident: bb0085
  article-title: Description of stress-strain curves for stainless steel alloys
  publication-title: Mater. Des.
– year: 1990
  ident: bb0120
  article-title: Compression Tests of Stainless Steel Tubular Columns, Investigation Report S770
– volume: 89
  start-page: 110
  year: 2018
  end-page: 119
  ident: bb0030
  article-title: Applications of additive manufacturing in the construction industry – a forward-looking review
  publication-title: Autom. Constr.
– volume: 136
  start-page: 35
  year: 2017
  end-page: 48
  ident: bb0010
  article-title: Structural performance of additive manufactured metallic material and cross-sections
  publication-title: J. Constr. Steel Res.
– volume: 54
  start-page: 109
  year: 2000
  end-page: 133
  ident: bb0070
  article-title: On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation
  publication-title: J. Constr. Steel Res.
– year: 2017
  ident: bb0110
  article-title: Robert McNeel & Associates
– start-page: 2015
  year: 2016
  ident: bb0125
  article-title: Dassault Systèmes Simulia Corp
– year: 2019
  ident: bb0020
  article-title: Experimental results for structural design of wire-and-arc additive manufactured stainless steel members
  publication-title: J. Constr. Steel Res.
– year: 1944
  ident: bb0065
  article-title: Determination of Stress–Strain Relations From Offset Yield Strength Values
– volume: 50
  start-page: 524
  year: 2014
  end-page: 529
  ident: bb0100
  article-title: Experimental study on Portland cement pervious concrete mechanical and hydrological properties
  publication-title: Constr. Build. Mater.
– year: 1943
  ident: bb0060
  article-title: Description of Stress–Strain Curves by Three Parameters
– volume: 28
  start-page: 926
  year: 2006
  end-page: 934
  ident: bb0080
  article-title: Structural design for non-linear metallic materials
  publication-title: Eng. Struct.
– volume: 32
  start-page: 641
  year: 2016
  end-page: 647
  ident: bb0045
  article-title: Wire + arc additive manufacturing
  publication-title: Mater. Sci. Technol.
– volume: 180
  start-page: 332
  year: 2019
  end-page: 348
  ident: bb0005
  article-title: Metal 3D printing in construction: a review of methods, research, applications, opportunities and challenges
  publication-title: Eng. Struct.
– year: 2006
  ident: bb0095
  article-title: Eurocode 3: Design of Steel Structures - Part 1–4: General Rules - Supplementary Rules for Stainless Steels
– volume: 724
  start-page: 431
  year: 2018
  end-page: 438
  ident: bb0040
  article-title: Fatigue crack growth anisotropy, texture and residual stress in austenitic steel made by wire and arc additive manufacturing
  publication-title: Mater. Sci. Eng. A
– year: 2009
  ident: bb0055
  article-title: Metallic Materials - Tensile Testing - Part 1: Method of Test at Room Temperature
– volume: 144
  start-page: 106158
  year: 2019
  ident: bb0015
  article-title: Mechanical properties and cross-sectional behavior of additively manufactured high strength steel tubular sections
  publication-title: Thin-Walled Struct.
– volume: 189
  start-page: 527
  year: 2018
  end-page: 538
  ident: bb0090
  article-title: Description of stress-strain curves for cold-formed steels
  publication-title: Constr. Build. Mater.
– year: 2017
  ident: bb0105
  article-title: 3D Systems Inc
– volume: 16
  start-page: 115
  year: 2017
  ident: 10.1016/j.jcsr.2020.106233_bb0035
  article-title: Wire and arc additive manufactured steel: tensile and wear properties
  publication-title: Addit. Manuf.
– year: 1944
  ident: 10.1016/j.jcsr.2020.106233_bb0065
– volume: 189
  start-page: 527
  year: 2018
  ident: 10.1016/j.jcsr.2020.106233_bb0090
  article-title: Description of stress-strain curves for cold-formed steels
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2018.08.195
– volume: 50
  start-page: 524
  year: 2014
  ident: 10.1016/j.jcsr.2020.106233_bb0100
  article-title: Experimental study on Portland cement pervious concrete mechanical and hydrological properties
  publication-title: Constr. Build. Mater.
  doi: 10.1016/j.conbuildmat.2013.09.022
– start-page: 2015
  year: 2016
  ident: 10.1016/j.jcsr.2020.106233_bb0125
– volume: 87
  start-page: 540
  year: 2015
  ident: 10.1016/j.jcsr.2020.106233_bb0085
  article-title: Description of stress-strain curves for stainless steel alloys
  publication-title: Mater. Des.
  doi: 10.1016/j.matdes.2015.08.001
– volume: 192
  start-page: 108675
  year: 2020
  ident: 10.1016/j.jcsr.2020.106233_bb0050
  article-title: Mechanical and microstructural testing of wire and arc additively manufactured sheet material
  publication-title: Mater. Des.
  doi: 10.1016/j.matdes.2020.108675
– year: 2009
  ident: 10.1016/j.jcsr.2020.106233_bb0055
– volume: 59
  start-page: 47
  issue: 1
  year: 2003
  ident: 10.1016/j.jcsr.2020.106233_bb0075
  article-title: Full-range stress–strain curves for stainless steel alloys
  publication-title: J. Constr. Steel Res.
  doi: 10.1016/S0143-974X(02)00018-4
– volume: 28
  start-page: 926
  issue: 6
  year: 2006
  ident: 10.1016/j.jcsr.2020.106233_bb0080
  article-title: Structural design for non-linear metallic materials
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2005.11.001
– year: 2017
  ident: 10.1016/j.jcsr.2020.106233_bb0105
– year: 1943
  ident: 10.1016/j.jcsr.2020.106233_bb0060
– year: 2017
  ident: 10.1016/j.jcsr.2020.106233_bb0110
– volume: 136
  start-page: 35
  year: 2017
  ident: 10.1016/j.jcsr.2020.106233_bb0010
  article-title: Structural performance of additive manufactured metallic material and cross-sections
  publication-title: J. Constr. Steel Res.
  doi: 10.1016/j.jcsr.2017.05.002
– volume: 130
  start-page: 297
  year: 2017
  ident: 10.1016/j.jcsr.2020.106233_bb0115
  article-title: Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2016.10.023
– year: 2006
  ident: 10.1016/j.jcsr.2020.106233_bb0095
– volume: 144
  start-page: 106158
  year: 2019
  ident: 10.1016/j.jcsr.2020.106233_bb0015
  article-title: Mechanical properties and cross-sectional behavior of additively manufactured high strength steel tubular sections
  publication-title: Thin-Walled Struct.
  doi: 10.1016/j.tws.2019.04.050
– volume: 106
  start-page: 3693
  year: 2020
  ident: 10.1016/j.jcsr.2020.106233_bb0025
  article-title: Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing
  publication-title: Int. J. Adv. Manuf. Technol.
  doi: 10.1007/s00170-019-04868-8
– volume: 180
  start-page: 332
  year: 2019
  ident: 10.1016/j.jcsr.2020.106233_bb0005
  article-title: Metal 3D printing in construction: a review of methods, research, applications, opportunities and challenges
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2018.11.045
– volume: 32
  start-page: 641
  issue: 7
  year: 2016
  ident: 10.1016/j.jcsr.2020.106233_bb0045
  article-title: Wire + arc additive manufacturing
  publication-title: Mater. Sci. Technol.
  doi: 10.1179/1743284715Y.0000000073
– volume: 724
  start-page: 431
  year: 2018
  ident: 10.1016/j.jcsr.2020.106233_bb0040
  article-title: Fatigue crack growth anisotropy, texture and residual stress in austenitic steel made by wire and arc additive manufacturing
  publication-title: Mater. Sci. Eng. A
  doi: 10.1016/j.msea.2018.03.075
– year: 2019
  ident: 10.1016/j.jcsr.2020.106233_bb0020
  article-title: Experimental results for structural design of wire-and-arc additive manufactured stainless steel members
  publication-title: J. Constr. Steel Res.
– volume: 89
  start-page: 110
  year: 2018
  ident: 10.1016/j.jcsr.2020.106233_bb0030
  article-title: Applications of additive manufacturing in the construction industry – a forward-looking review
  publication-title: Autom. Constr.
  doi: 10.1016/j.autcon.2017.12.031
– year: 1990
  ident: 10.1016/j.jcsr.2020.106233_bb0120
– volume: 54
  start-page: 109
  issue: 1
  year: 2000
  ident: 10.1016/j.jcsr.2020.106233_bb0070
  article-title: On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation
  publication-title: J. Constr. Steel Res.
  doi: 10.1016/S0143-974X(99)00051-6
SSID ssj0008938
Score 2.6320052
Snippet Wire and arc additive manufacturing (WAAM) is a method of metal 3D printing that is suited to the requirements of the construction industry in terms of scale,...
SourceID crossref
elsevier
SourceType Enrichment Source
Index Database
Publisher
StartPage 106233
SubjectTerms 3D printing
Finite element modelling
Stability
Steel structures
Testing
Wire and arc additive manufacturing
Title Testing and initial verification of the world's first metal 3D printed bridge
URI https://dx.doi.org/10.1016/j.jcsr.2020.106233
Volume 172
WOSCitedRecordID wos000571391700002&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: PRVESC
  databaseName: ScienceDirect (Freedom Collection)
  issn: 0143-974X
  databaseCode: AIEXJ
  dateStart: 19950101
  customDbUrl:
  isFulltext: true
  dateEnd: 99991231
  titleUrlDefault: https://www.sciencedirect.com
  omitProxy: false
  ssIdentifier: ssj0008938
  providerName: Elsevier
link http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1Lb9QwELag5QAHVAqIFop8QOJQBe3aThwfS1ugDyoOBe0til9oVyhb7bZV-ffM2M6DAlVB4hKtIjub9XxrfzP6ZoaQV7bUbqStypxy4KAUnmXKc57pwpR8nGs2CvkVX47lyUk5mahPKaC_DO0EZNOUV1fq7L-aGu6BsTF19i_M3T0UbsBnMDpcwexwvZ3hsW5GyjycojQIjAA_AiVBHT1EthlqpYZwvZ8CBcRe0jCS721jqA95aMzl-gN7NfO-9GxIOXEOOwQMYmMo6gH4pYSaY7eYd9H7o--oVLoIDBZYLiZt9THZhU5pRO_BL-5FAm8vMEc5hmt3F_X06zBeAc5pK8hKQbQ2kaZXLcW4Js_AtZn8tDHHpj6_bPIx3jB7MzNLrOjK8BawON4faZ3QELVrHJ_LcDMrc3WXrDKZK9j_VncO9ieH3akNvK2Mctf4IinBKmoBr3_T70nMgJicrpGHySZ0JyLhEbnjmnXyYFBn8jH5mDBBARM0YYIOMUHnngImaMDE6yUNiKABEZTv0YQIGhHxhHx-t3-6-yFLfTQyw4viPGNa5J7VstZqbBjWRwI_tuDSSg8EDfxvJ8ZGMCG9VnXhDBx5QhshdMEtOLiMPyUrzbxxzwjV1nrBSyetlWIE48t8xIxlXmmra642yLhdmMqkIvPY6-Rb1aoJZxUuZoWLWcXF3CDb3ZyzWGLlxtF5u95VIomR_FUAjxvmbf7jvOfkfo_iF2QF_lpui9wzl-fT5eJlQtEPLaaOLw
linkProvider Elsevier
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=Testing+and+initial+verification+of+the+world%27s+first+metal+3D+printed+bridge&rft.jtitle=Journal+of+constructional+steel+research&rft.au=Gardner%2C+Leroy&rft.au=Kyvelou%2C+Pinelopi&rft.au=Herbert%2C+Gordon&rft.au=Buchanan%2C+Craig&rft.date=2020-09-01&rft.pub=Elsevier+Ltd&rft.issn=0143-974X&rft.volume=172&rft_id=info:doi/10.1016%2Fj.jcsr.2020.106233&rft.externalDocID=S0143974X20307859
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0143-974X&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0143-974X&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0143-974X&client=summon