Numerical study and design of extruded aluminum beams subjected to concentrated loads

This paper presents a numerical investigation on the design resistance of extruded aluminum beams subjected to concentrated loads. The study is conducted through nonlinear finite element analysis considering large displacements, initial imperfection, and taking into account the strain hardening char...

Full description

Saved in:
Bibliographic Details
Published inThin-walled structures Vol. 155; p. 106917
Main Authors Graciano, Carlos, Loaiza, Nelson, Casanova, Euro
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.10.2020
Subjects
Online AccessGet full text
ISSN0263-8231
1879-3223
DOI10.1016/j.tws.2020.106917

Cover

Abstract This paper presents a numerical investigation on the design resistance of extruded aluminum beams subjected to concentrated loads. The study is conducted through nonlinear finite element analysis considering large displacements, initial imperfection, and taking into account the strain hardening characteristics of common aluminum alloys. The numerical model is validated against experimental works taken from the literature. Thereafter, an extensive parametric study is carried out covering a wide range of beam geometries and slenderness ratios. Resistances computed numerically are compared with those calculated using the current design provisions in the EC9 for aluminum beams subject to concentrated loads, indicating that the EC9 provisions underestimate the resistances. Then, a new resistance function is calibrated performing a statistical evaluation of experimental and numerical results. The reliability of the recalibrated resistance function is assessed according to EN 1990, the results show improvements in the predicted resistances. Finally, the use of more accurate structural design provisions enhances the possibility of higher economic benefits, and by using less material, the carbon footprint originated from aluminum production can be reduced. •The patch loading resistance of extruded aluminum beams is analyzed.•An extensive numerical study is performed through GMNIA.•The effect of several geometrical parameters on the resistance are investigated.•A statistical evaluation is conducted to calibrate a new resistance function.
AbstractList This paper presents a numerical investigation on the design resistance of extruded aluminum beams subjected to concentrated loads. The study is conducted through nonlinear finite element analysis considering large displacements, initial imperfection, and taking into account the strain hardening characteristics of common aluminum alloys. The numerical model is validated against experimental works taken from the literature. Thereafter, an extensive parametric study is carried out covering a wide range of beam geometries and slenderness ratios. Resistances computed numerically are compared with those calculated using the current design provisions in the EC9 for aluminum beams subject to concentrated loads, indicating that the EC9 provisions underestimate the resistances. Then, a new resistance function is calibrated performing a statistical evaluation of experimental and numerical results. The reliability of the recalibrated resistance function is assessed according to EN 1990, the results show improvements in the predicted resistances. Finally, the use of more accurate structural design provisions enhances the possibility of higher economic benefits, and by using less material, the carbon footprint originated from aluminum production can be reduced. •The patch loading resistance of extruded aluminum beams is analyzed.•An extensive numerical study is performed through GMNIA.•The effect of several geometrical parameters on the resistance are investigated.•A statistical evaluation is conducted to calibrate a new resistance function.
ArticleNumber 106917
Author Casanova, Euro
Graciano, Carlos
Loaiza, Nelson
Author_xml – sequence: 1
  givenname: Carlos
  surname: Graciano
  fullname: Graciano, Carlos
  email: cagracianog@unal.edu.co
  organization: Universidad Nacional de Colombia, Facultad de Minas Sede Medellín, Departamento de Ingeniería Civil, A.A. 75267, Medellín, Colombia
– sequence: 2
  givenname: Nelson
  surname: Loaiza
  fullname: Loaiza, Nelson
  organization: Universidad Nacional de Colombia, Facultad de Minas Sede Medellín, Departamento de Ingeniería Civil, A.A. 75267, Medellín, Colombia
– sequence: 3
  givenname: Euro
  surname: Casanova
  fullname: Casanova, Euro
  organization: Universidad del Bío-Bío, Departamento Ingeniería Civil y Ambiental, Avenida Collao 1202, Concepción, Código Postal 4051381 Concepción, Chile
BookMark eNp9kMtKAzEUhoMo2FYfwF1eYGou08kEV1K8QdGNXYdcTiTDXCTJqH17Z6grF10dfg7f4fzfEp33Qw8I3VCypoRWt806f6c1I2zOlaTiDC1oLWTBGePnaEFYxYuacXqJlik1hFBBZblA-9exgxisbnHKoztg3TvsIIWPHg8ew0-OowOHdTt2oR87bEB3CafRNGDztMgDtkNvoc9Rz7kdtEtX6MLrNsH131yh_ePD-_a52L09vWzvd4VlUuRiU3Fd1ZqURpZ16UvupCslAy8FUGqqyjpPxUYa4ioiDDPETxXA1bXRHnjJV0gc79o4pBTBKxuyzmGYvwmtokTNdlSjJjtqtqOOdiaS_iM_Y-h0PJxk7o4MTJW-AkSVbICpuwtxkqHcEE7Qv4JKgM0
CitedBy_id crossref_primary_10_1016_j_tws_2023_111433
crossref_primary_10_1016_j_tws_2023_110964
crossref_primary_10_3390_ma16010128
crossref_primary_10_1061_JSENDH_STENG_13901
crossref_primary_10_1007_s13296_021_00572_0
crossref_primary_10_1016_j_istruc_2023_105744
crossref_primary_10_1142_S0219455423400205
crossref_primary_10_1016_j_istruc_2023_105108
crossref_primary_10_1016_j_jobe_2022_105703
crossref_primary_10_1016_j_tws_2022_109673
Cites_doi 10.1016/j.tws.2015.01.013
10.1061/(ASCE)0733-9445(1999)125:8(900)
10.1016/S0143-974X(96)00023-5
10.1061/(ASCE)0733-9445(2001)127:3(271)
10.1016/j.engstruct.2019.109810
10.1061/(ASCE)0733-9445(1999)125:8(930)
10.1002/stco.200910031
10.1016/0020-7683(79)90081-7
10.1016/j.istruc.2019.07.008
10.7837/kosomes.2014.20.2.218
10.1061/(ASCE)0733-9445(2001)127:2(176)
10.1016/j.engstruct.2016.04.040
10.1016/j.engstruct.2017.03.007
10.1061/(ASCE)0733-9445(2001)127:8(930)
10.7837/kosomes.2015.21.5.543
10.1016/j.tws.2016.04.003
10.1061/(ASCE)0733-9445(2004)130:3(411)
10.1002/stco.201200002
ContentType Journal Article
Copyright 2020 Elsevier Ltd
Copyright_xml – notice: 2020 Elsevier Ltd
DBID AAYXX
CITATION
DOI 10.1016/j.tws.2020.106917
DatabaseName CrossRef
DatabaseTitle CrossRef
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1879-3223
ExternalDocumentID 10_1016_j_tws_2020_106917
S0263823120307953
GroupedDBID --K
--M
.~1
0R~
123
1B1
1~.
1~5
29Q
4.4
457
4G.
5VS
7-5
71M
8P~
9JN
AACTN
AAEDT
AAEDW
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAQXK
AAXUO
ABFNM
ABJNI
ABMAC
ABTAH
ABXDB
ABYKQ
ACDAQ
ACGFS
ACNNM
ACRLP
ADBBV
ADEZE
ADMUD
ADTZH
AEBSH
AECPX
AEKER
AENEX
AFKWA
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AIEXJ
AIKHN
AITUG
AJBFU
AJOXV
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
ASPBG
AVWKF
AXJTR
AZFZN
BJAXD
BKOJK
BLXMC
CS3
DU5
EBS
EFJIC
EFLBG
EJD
EO8
EO9
EP2
EP3
FDB
FEDTE
FGOYB
FIRID
FNPLU
FYGXN
G-2
G-Q
GBLVA
HVGLF
HZ~
IHE
J1W
JJJVA
KOM
LY7
M41
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
SST
SSZ
T5K
WH7
WUQ
XPP
ZMT
ZY4
~G-
AATTM
AAXKI
AAYWO
AAYXX
ABWVN
ACLOT
ACRPL
ACVFH
ADCNI
ADNMO
AEIPS
AEUPX
AFJKZ
AFPUW
AGQPQ
AIGII
AIIUN
AKBMS
AKRWK
AKYEP
ANKPU
APXCP
CITATION
EFKBS
~HD
ID FETCH-LOGICAL-c297t-563a68a04b9484f43d9d492ef97e11b66cdf1759b0d607b2b0f823ed88bafe343
IEDL.DBID .~1
ISSN 0263-8231
IngestDate Thu Apr 24 23:02:29 EDT 2025
Thu Oct 09 00:30:46 EDT 2025
Fri Feb 23 02:49:06 EST 2024
IsPeerReviewed true
IsScholarly true
Keywords Resistance
Aluminum alloys
Concentrated loading
Ultimate strength
GMNIA
Nonlinear analysis
Language English
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c297t-563a68a04b9484f43d9d492ef97e11b66cdf1759b0d607b2b0f823ed88bafe343
ParticipantIDs crossref_citationtrail_10_1016_j_tws_2020_106917
crossref_primary_10_1016_j_tws_2020_106917
elsevier_sciencedirect_doi_10_1016_j_tws_2020_106917
PublicationCentury 2000
PublicationDate October 2020
2020-10-00
PublicationDateYYYYMMDD 2020-10-01
PublicationDate_xml – month: 10
  year: 2020
  text: October 2020
PublicationDecade 2020
PublicationTitle Thin-walled structures
PublicationYear 2020
Publisher Elsevier Ltd
Publisher_xml – name: Elsevier Ltd
References Tryland, Hopperstad, Langseth (bib8) 2001; 127
Su, Young, Gardner (bib3) 2017; 141
EN 1993-1-6 (bib25) 2007
Johansson, Veljkovic (bib14) 2009; 2
Davies, Roberts (bib6) 1999; 125
Matteis, Moen, Langseth, Landolfo, Hopperstad, Mazzolani (bib1) 2001; 127
Gozzi (bib17) 2007; vol. 30
Graciano, Loaiza, Casanova (bib19) 2019; 20
Eurocode 3: Design of Steel Structures - Part 1-5: Plated Structural Elements. EN 1993-1-5: 2006.
Yuan, Wang, Chang, Du, Bu, Shi (bib29) 2015; 90
Oh, Bae, Ko (bib21) 2014; 20
Riks (bib28) 1979; 15
CEN (bib11) 2007
Tryland, Clausen, Remseth (bib9) 2001; 127
Müller (bib15) 2003; vol. 47
Davaine (bib16) 2005
EN 1993-1-1 (bib26) 2005
Roberts, Davies, Newark, Bhogal (bib5) 1998; 129
Chacón, Mirambell, Kuhlmann, Braun (bib18) 2012; 5
Wang, Wang, Yin, Yang, Shi, Yin (bib23) 2016; 105
Lagerqvist, Johansson (bib13) 1996; 39
Su, Young, Gardner (bib2) 2016; 122
EN 1990 (bib24) 2002
Tryland, Larsen, Langseth (bib10) 2004; 130
Mazzolani (bib4) 1995
Tryland, Langseth, Hopperstad (bib7) 1999; 125
Oh, Seo, Ko (bib22) 2015; 21
Aluminum Association (AA) (bib30) 2010
dos Santos, Gardner (bib20) 2020
ANSYS. Ansys Release 19 Elements Reference 2018.
Davaine (10.1016/j.tws.2020.106917_bib16) 2005
Tryland (10.1016/j.tws.2020.106917_bib9) 2001; 127
Müller (10.1016/j.tws.2020.106917_bib15) 2003; vol. 47
EN 1993-1-1 (10.1016/j.tws.2020.106917_bib26) 2005
CEN (10.1016/j.tws.2020.106917_bib11) 2007
Wang (10.1016/j.tws.2020.106917_bib23) 2016; 105
Roberts (10.1016/j.tws.2020.106917_bib5) 1998; 129
10.1016/j.tws.2020.106917_bib12
Johansson (10.1016/j.tws.2020.106917_bib14) 2009; 2
Su (10.1016/j.tws.2020.106917_bib2) 2016; 122
Gozzi (10.1016/j.tws.2020.106917_bib17) 2007; vol. 30
Aluminum Association (AA) (10.1016/j.tws.2020.106917_bib30) 2010
EN 1990 (10.1016/j.tws.2020.106917_bib24) 2002
Yuan (10.1016/j.tws.2020.106917_bib29) 2015; 90
Chacón (10.1016/j.tws.2020.106917_bib18) 2012; 5
EN 1993-1-6 (10.1016/j.tws.2020.106917_bib25) 2007
Oh (10.1016/j.tws.2020.106917_bib21) 2014; 20
Mazzolani (10.1016/j.tws.2020.106917_bib4) 1995
dos Santos (10.1016/j.tws.2020.106917_bib20) 2020
Su (10.1016/j.tws.2020.106917_bib3) 2017; 141
Tryland (10.1016/j.tws.2020.106917_bib7) 1999; 125
Tryland (10.1016/j.tws.2020.106917_bib10) 2004; 130
10.1016/j.tws.2020.106917_bib27
Matteis (10.1016/j.tws.2020.106917_bib1) 2001; 127
Tryland (10.1016/j.tws.2020.106917_bib8) 2001; 127
Graciano (10.1016/j.tws.2020.106917_bib19) 2019; 20
Riks (10.1016/j.tws.2020.106917_bib28) 1979; 15
Lagerqvist (10.1016/j.tws.2020.106917_bib13) 1996; 39
Davies (10.1016/j.tws.2020.106917_bib6) 1999; 125
Oh (10.1016/j.tws.2020.106917_bib22) 2015; 21
References_xml – volume: 127
  start-page: 271
  year: 2001
  end-page: 279
  ident: bib1
  article-title: Cross-sectional classification for aluminum beams—parametric study
  publication-title: J. Struct. Eng.
– volume: 90
  start-page: 140
  year: 2015
  end-page: 149
  ident: bib29
  article-title: Local buckling and postbuckling strength of extruded aluminium alloy stub columns with slender I-sections
  publication-title: Thin-Walled Struct.
– year: 2010
  ident: bib30
  article-title: Aluminum Design Manual
– volume: 20
  start-page: 924
  year: 2019
  end-page: 934
  ident: bib19
  article-title: Resistance of slender austenitic stainless steel I-girders subjected to patch loading
  publication-title: Structure
– volume: 127
  start-page: 176
  year: 2001
  end-page: 185
  ident: bib8
  article-title: Finite-element modeling of beams under concentrated loading
  publication-title: J. Struct. Eng.
– year: 2007
  ident: bib25
  article-title: Eurocode 3: Design of Steel Structures - Part 1–6: Strength and Stability of Shell Structures
– start-page: 109810
  year: 2020
  ident: bib20
  article-title: Design recommendations for stainless steel I-sections under concentrated transverse loading
  publication-title: Eng. Struct.
– volume: 130
  start-page: 411
  year: 2004
  end-page: 422
  ident: bib10
  article-title: Design of I beams and deck profiles under concentrated loading
  publication-title: J. Struct. Eng.
– year: 2005
  ident: bib26
  article-title: Eurocode 3: Design of Steel Structures - Part 1–1: General Rules and Rules for Buildings
– year: 2007
  ident: bib11
  article-title: EN 1999-1-1:2007 Eurocode 9: Design of Aluminium Structures – Part 1–1: General Structural Rules
– volume: 5
  start-page: 10
  year: 2012
  end-page: 15
  ident: bib18
  article-title: Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading
  publication-title: Steel Constr
– volume: 20
  start-page: 218
  year: 2014
  end-page: 227
  ident: bib21
  article-title: Basic research for resistance prediction of aluminium alloy plate girders subjected to patch loading
  publication-title: J. Korean Soc. Mar. Env. Saf.
– volume: 21
  start-page: 543
  year: 2015
  end-page: 551
  ident: bib22
  article-title: Ultimate strength prediction formula estimation of aluminium alloy plate girders subjected to patch loading
  publication-title: J. Korean Soc. Mar. Env. Saf.
– volume: 2
  start-page: 228
  year: 2009
  end-page: 234
  ident: bib14
  article-title: Review of plate buckling rules in EN 1993-1-5
  publication-title: Steel Constr
– volume: 125
  start-page: 930
  year: 1999
  end-page: 938
  ident: bib6
  article-title: Resistance of welded aluminum alloy plate girders to shear and patch loading
  publication-title: J. Struct. Eng.
– volume: vol. 47
  year: 2003
  ident: bib15
  article-title: Zum Nachweis ebener Tragwerke aus Stahl gegen seitliches Ausweichen
– volume: 129
  start-page: 376
  year: 1998
  end-page: 384
  ident: bib5
  article-title: Strength of aluminium alloy plate girders subjected to patch loading
  publication-title: P. I. Civil Eng.-Str. B.
– volume: 127
  start-page: 930
  year: 2001
  end-page: 939
  ident: bib9
  article-title: Effect of material and geometry variations on beam under patch loading
  publication-title: J. Struct. Eng.
– volume: 39
  start-page: 87
  year: 1996
  end-page: 119
  ident: bib13
  article-title: Resistance of I-girders to concentrated loads
  publication-title: J. Constr. Steel Res.
– year: 2002
  ident: bib24
  article-title: Eurocode – Basis of Structural Design
– volume: 15
  start-page: 529
  year: 1979
  end-page: 551
  ident: bib28
  article-title: An incremental approach to the solution of snapping and buckling problems
  publication-title: Int. J. Solid Struct.
– year: 1995
  ident: bib4
  article-title: Aluminium Alloy Structures
– volume: 125
  start-page: 900
  year: 1999
  end-page: 909
  ident: bib7
  article-title: Nonperfect aluminum beams subjected to concentrated loading
  publication-title: J. Struct. Eng.
– volume: 122
  start-page: 338
  year: 2016
  end-page: 348
  ident: bib2
  article-title: The continuous strength method for the design of aluminium alloy structural elements
  publication-title: Eng. Struct.
– volume: vol. 30
  year: 2007
  ident: bib17
  article-title: Patch Loading Resistance of Plated Girders – Ultimate and Serviceability Limit State
– reference: ANSYS. Ansys Release 19 Elements Reference 2018.
– volume: 141
  start-page: 29
  year: 2017
  end-page: 40
  ident: bib3
  article-title: Classification of aluminium alloy cross-sections
  publication-title: Eng. Struct.
– volume: 105
  start-page: 44
  year: 2016
  end-page: 56
  ident: bib23
  article-title: Experimental study and finite element analysis on the local buckling behavior of aluminium alloy beams under concentrated loads
  publication-title: Thin-Walled Struct.
– year: 2005
  ident: bib16
  article-title: Formulation de la résistance au lancement d’une âme métallique de pont raidie longitudinalement
– reference: Eurocode 3: Design of Steel Structures - Part 1-5: Plated Structural Elements. EN 1993-1-5: 2006.
– ident: 10.1016/j.tws.2020.106917_bib12
– volume: vol. 30
  year: 2007
  ident: 10.1016/j.tws.2020.106917_bib17
– volume: 90
  start-page: 140
  year: 2015
  ident: 10.1016/j.tws.2020.106917_bib29
  article-title: Local buckling and postbuckling strength of extruded aluminium alloy stub columns with slender I-sections
  publication-title: Thin-Walled Struct.
  doi: 10.1016/j.tws.2015.01.013
– volume: 125
  start-page: 900
  issue: 8
  year: 1999
  ident: 10.1016/j.tws.2020.106917_bib7
  article-title: Nonperfect aluminum beams subjected to concentrated loading
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(1999)125:8(900)
– volume: 39
  start-page: 87
  issue: 2
  year: 1996
  ident: 10.1016/j.tws.2020.106917_bib13
  article-title: Resistance of I-girders to concentrated loads
  publication-title: J. Constr. Steel Res.
  doi: 10.1016/S0143-974X(96)00023-5
– volume: 127
  start-page: 271
  issue: 3
  year: 2001
  ident: 10.1016/j.tws.2020.106917_bib1
  article-title: Cross-sectional classification for aluminum beams—parametric study
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(2001)127:3(271)
– year: 1995
  ident: 10.1016/j.tws.2020.106917_bib4
– start-page: 109810
  year: 2020
  ident: 10.1016/j.tws.2020.106917_bib20
  article-title: Design recommendations for stainless steel I-sections under concentrated transverse loading
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2019.109810
– ident: 10.1016/j.tws.2020.106917_bib27
– volume: 125
  start-page: 930
  issue: 8
  year: 1999
  ident: 10.1016/j.tws.2020.106917_bib6
  article-title: Resistance of welded aluminum alloy plate girders to shear and patch loading
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(1999)125:8(930)
– volume: 2
  start-page: 228
  issue: 4
  year: 2009
  ident: 10.1016/j.tws.2020.106917_bib14
  article-title: Review of plate buckling rules in EN 1993-1-5
  publication-title: Steel Constr
  doi: 10.1002/stco.200910031
– volume: 15
  start-page: 529
  year: 1979
  ident: 10.1016/j.tws.2020.106917_bib28
  article-title: An incremental approach to the solution of snapping and buckling problems
  publication-title: Int. J. Solid Struct.
  doi: 10.1016/0020-7683(79)90081-7
– year: 2010
  ident: 10.1016/j.tws.2020.106917_bib30
– volume: 20
  start-page: 924
  year: 2019
  ident: 10.1016/j.tws.2020.106917_bib19
  article-title: Resistance of slender austenitic stainless steel I-girders subjected to patch loading
  publication-title: Structure
  doi: 10.1016/j.istruc.2019.07.008
– volume: 20
  start-page: 218
  issue: 2
  year: 2014
  ident: 10.1016/j.tws.2020.106917_bib21
  article-title: Basic research for resistance prediction of aluminium alloy plate girders subjected to patch loading
  publication-title: J. Korean Soc. Mar. Env. Saf.
  doi: 10.7837/kosomes.2014.20.2.218
– year: 2007
  ident: 10.1016/j.tws.2020.106917_bib25
– volume: 127
  start-page: 176
  issue: 2
  year: 2001
  ident: 10.1016/j.tws.2020.106917_bib8
  article-title: Finite-element modeling of beams under concentrated loading
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(2001)127:2(176)
– year: 2005
  ident: 10.1016/j.tws.2020.106917_bib26
– volume: 122
  start-page: 338
  year: 2016
  ident: 10.1016/j.tws.2020.106917_bib2
  article-title: The continuous strength method for the design of aluminium alloy structural elements
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2016.04.040
– volume: 141
  start-page: 29
  year: 2017
  ident: 10.1016/j.tws.2020.106917_bib3
  article-title: Classification of aluminium alloy cross-sections
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2017.03.007
– year: 2007
  ident: 10.1016/j.tws.2020.106917_bib11
– volume: 127
  start-page: 930
  issue: 8
  year: 2001
  ident: 10.1016/j.tws.2020.106917_bib9
  article-title: Effect of material and geometry variations on beam under patch loading
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(2001)127:8(930)
– year: 2005
  ident: 10.1016/j.tws.2020.106917_bib16
– volume: 21
  start-page: 543
  issue: 5
  year: 2015
  ident: 10.1016/j.tws.2020.106917_bib22
  article-title: Ultimate strength prediction formula estimation of aluminium alloy plate girders subjected to patch loading
  publication-title: J. Korean Soc. Mar. Env. Saf.
  doi: 10.7837/kosomes.2015.21.5.543
– year: 2002
  ident: 10.1016/j.tws.2020.106917_bib24
– volume: 105
  start-page: 44
  year: 2016
  ident: 10.1016/j.tws.2020.106917_bib23
  article-title: Experimental study and finite element analysis on the local buckling behavior of aluminium alloy beams under concentrated loads
  publication-title: Thin-Walled Struct.
  doi: 10.1016/j.tws.2016.04.003
– volume: 130
  start-page: 411
  issue: 3
  year: 2004
  ident: 10.1016/j.tws.2020.106917_bib10
  article-title: Design of I beams and deck profiles under concentrated loading
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(2004)130:3(411)
– volume: vol. 47
  year: 2003
  ident: 10.1016/j.tws.2020.106917_bib15
– volume: 5
  start-page: 10
  issue: 1
  year: 2012
  ident: 10.1016/j.tws.2020.106917_bib18
  article-title: Statistical evaluation of the new resistance model for steel plate girders subjected to patch loading
  publication-title: Steel Constr
  doi: 10.1002/stco.201200002
– volume: 129
  start-page: 376
  issue: 4
  year: 1998
  ident: 10.1016/j.tws.2020.106917_bib5
  article-title: Strength of aluminium alloy plate girders subjected to patch loading
  publication-title: P. I. Civil Eng.-Str. B.
SSID ssj0017194
Score 2.3298163
Snippet This paper presents a numerical investigation on the design resistance of extruded aluminum beams subjected to concentrated loads. The study is conducted...
SourceID crossref
elsevier
SourceType Enrichment Source
Index Database
Publisher
StartPage 106917
SubjectTerms Aluminum alloys
Concentrated loading
GMNIA
Nonlinear analysis
Resistance
Ultimate strength
Title Numerical study and design of extruded aluminum beams subjected to concentrated loads
URI https://dx.doi.org/10.1016/j.tws.2020.106917
Volume 155
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
journalDatabaseRights – providerCode: PRVESC
  databaseName: Baden-Württemberg Complete Freedom Collection (Elsevier)
  customDbUrl:
  eissn: 1879-3223
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssj0017194
  issn: 0263-8231
  databaseCode: GBLVA
  dateStart: 20110101
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
– providerCode: PRVESC
  databaseName: Elsevier SD Freedom Collection
  customDbUrl:
  eissn: 1879-3223
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssj0017194
  issn: 0263-8231
  databaseCode: .~1
  dateStart: 19950101
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
– providerCode: PRVESC
  databaseName: Elsevier SD Freedom Collection Journals [SCFCJ]
  customDbUrl:
  eissn: 1879-3223
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssj0017194
  issn: 0263-8231
  databaseCode: AIKHN
  dateStart: 19950101
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
– providerCode: PRVESC
  databaseName: Science Direct
  customDbUrl:
  eissn: 1879-3223
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssj0017194
  issn: 0263-8231
  databaseCode: ACRLP
  dateStart: 19950101
  isFulltext: true
  titleUrlDefault: https://www.sciencedirect.com
  providerName: Elsevier
– providerCode: PRVLSH
  databaseName: Elsevier Journals
  customDbUrl:
  mediaType: online
  eissn: 1879-3223
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssj0017194
  issn: 0263-8231
  databaseCode: AKRWK
  dateStart: 19830301
  isFulltext: true
  providerName: Library Specific Holdings
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV07T8MwELaqssCAeIryqDwwIYXm4djxWFVUhYoOQEW3yI5tqahNKtqKjd-Oz0mqIgEDU-TkToo-n86X3N13CF1LTRWRJvBMaGKPJNCs7AfSE5IxwynnIoFu5McRHYzJwySeNFCv7oWBssrK95c-3Xnr6k6nQrOzmE47z_brwSWxQrBTHgPjJyEMphjcfm7KPAIWuGGIIOyBdJ3ZdDVeqw9g7A5hTbmbWfbD2bR13vQP0H4VKOJu-S6HqKHzI7S3RR94jMajdZlvmWHHEotFrrByJRm4MNi63fe10goL64Cm-XqOpRbzJV6uJfx8sQ9WBc6gbTF3FLUKzwqhlido3L976Q28akyCl4WcrbyYRoImwieSk4QYEimuCA-14UwHgaQ0U8YGCVz6ivpMhtI3FgitkkQKoyMSnaJmXuT6DGEbTUkbwzGfCUmUyXhEaRwngTYikhmnLeTXAKVZxSEOoyxmaV0s9pZaTFPANC0xbaGbjcqiJND4S5jUqKffrCC1Dv53tfP_qV2gXViVpXmXqGk3RV_ZEGMl286G2minez8cjOA6fHodfgGJxtI4
linkProvider Elsevier
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV07T8MwELZKGYAB8RTl6YEJKTQPx45HVFEVaLvQSt0sO7alojapaCo2fju2k1RFAgbGxHdS9Pl0PufuvgPgVigskdCBp0Mdeyixzcp-IDwuCNEUU8oT2408GOLeGD1P4kkDdOpeGFtWWfn-0qc7b129aVdothfTafvV3B5cEiu0dkrjaAtsozgk9gZ2_7mu8whI4KYhWmnPitepTVfkVXxYyu7QPmPqhpb9cDhtHDjdA7BfRYrwofyYQ9BQ2RHY2-APPAbj4apMuMygo4mFPJNQupoMmGto_O77SioJufFA02w1h0Lx-RIuV8L-fTELRQ5T27eYOY5aCWc5l8sTMO4-jjo9r5qT4KUhJYUX44jjhPtIUJQgjSJJJaKh0pSoIBAYp1KbKIEKX2KfiFD42gChZJIIrlWEolPQzPJMnQFowilhgjjiEy6Q1CmNMI7jJFCaRyKluAX8GiCWViTidpbFjNXVYm_MYMospqzEtAXu1iqLkkHjL2FUo86-mQEzHv53tfP_qd2And5o0Gf9p-HLBdi1K2Wd3iVomg1SVybeKMS1s6cvAVPSKg
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+study+and+design+of+extruded+aluminum+beams+subjected+to+concentrated+loads&rft.jtitle=Thin-walled+structures&rft.au=Graciano%2C+Carlos&rft.au=Loaiza%2C+Nelson&rft.au=Casanova%2C+Euro&rft.date=2020-10-01&rft.issn=0263-8231&rft.volume=155&rft.spage=106917&rft_id=info:doi/10.1016%2Fj.tws.2020.106917&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_tws_2020_106917
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0263-8231&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0263-8231&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0263-8231&client=summon