Tubular Structures XV: Proceedings of the 15th International Symposium on Tubular Structures, Rio de Janeiro, Brazil, 27-29 May 2015

688 Pages·2015·323.887 MB·\688

by  Eduardo de Miranda Batista (Editor), Pedro Vellasco (Editor), Luciano Rodrigues Ornelas de Lima (Editor)

Tubular Structures XV contains the latest scientific and engineering
developments in the field of tubular structures, as presented at the 15th TUBULAR
International Symposium on Tubular Structures (ISTS15, Rio de Janeiro, BATISTA
Brazil, 27-29 May 2015). The International Symposium on Tubular Structures
VELLASCO
(ISTS) has a long-standing reputation for being the principal showcase for
LIMA STRUCTURES XV
manufactured tubing and the prime international forum for presentation and
discussion of research, developments and applications in this field.
EDITORS
Various key and emerging subjects in the field of hollow structural sections
are covered, such as: special applications and case studies, static and fatigue S T
behaviour of connections and members; joints, concrete-filled and composite
tubular members and offshore structures, earthquake and dynamic response, T U
specification and standard developments, stainless and high strength steel
R
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structures, fire, impact and blast resistances. Research and developments
issues presented in this topical book are applicable to buildings, bridges,
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offshore structures, cranes, trusses and towers.
C
Tubular Structures XV is thus a pertinent reference source for architects, L
civil and mechanical engineers, designers, steel fabricators and contractors, T A
manufacturers of hollow sections or related construction products, trade as-
U
sociations involved with tubing, owners or developers of tubular structures,
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steel specification committees, academics and research students all around
the world. R
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EDITORS:
EDUARDO BATISTA
PEDRO VELLASCO
LUCIANO LIMA
an informa business
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PROCEEDINGSOFTHE15THINTERNATIONALSYMPOSIUMONTUBULARSTRUCTURES,
RIODEJANEIRO,BRAZIL,27–29MAY2015
Tubular Structures XV
Editors
Eduardo Batista
CivilEngineeringProgram,COPPE,FederalUniversityofRiodeJaneiro,Brazil
PedroVellasco & Luciano Lima
StructuralEngineeringDepartment,StateUniversityofRiodeJaneiro,Brazil
COVERPHOTOGRAPHS:
Front:CariocaWave©–CasaShopping,BarradaTijuca,RiodeJaneiro,Brazil
PhotographedbyLucianoLima
Back:Experimentaltests
PhotographedbyEduardoBatista&LucianoLima
CRCPress/BalkemaisanimprintoftheTaylor&FrancisGroup,aninformabusiness
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Publishedby: CRCPress/Balkema
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ISBN:978-1-138-02837-1(Hbk+CDROM)
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TubularStructuresXV–Batista,Vellasco&Lima(eds)
©2015Taylor&FrancisGroup,London,ISBN978-1-138-02837-1
Table of contents
Preface XI
Publicationsofpreviousinternationalsymposiaontubularstructures XIII
Organization XV
Acknowledgements XVII
ISTSKurobaneLecture
Tubularjoints–NUSresearchandapplications 3
Y.S.Choo
Architecture,applicationsandcasestudies
TensegritychandeliersforashoppingstreetintheHagueNL 19
M.Eekhout
NewvelodromeinMedellín(Colombia) 25
X.Aguiló&J.Gomà
ReconstructionofaschoolbuildinginWolfsburg,Germany 31
H.Pasternak,M.MoradiEshkafti&T.Krausche
StructuraldesignoftheroofstructurefortheSwissTechconventioncenterinLausanne 37
C.Pirazzi,M.Bosso,G.Guscetti,O.Fleischer&S.Herion
MyZeilFrankfurt–Designandexecutionofthearchitecturalbuildingenvelope 43
R.Stroetmann
Wheretubularstructuresfail–examplesfromoneengineer’sexperience 51
R.H.Keays
PREONbox–Thespeedytoolforindustrialhallconstructions 59
N.Genge,C.Remde,K.Weynand&J.Kuck
Compositetubularstructures
StudyonthecrackingbehaviorofConcreteFilledSteelTube(CFST)fortallbridgepiers
subjectedtohorizontalcyclicloading 67
M.Zhou,X.G.Liu,J.S.Fan&J.G.Nie
Circulardouble-tubeconcrete-filledtubularcolumnswithultra-highstrengthconcrete 73
M.L.Romero,A.Espinós,A.Hospitaler,J.M.Portolés&C.Ibañez
Experimentalstudyofbeamtoconcretefilledellipticalsteelcolumnconnections 79
T.Sheehan,J.Yang,X.H.Dai&D.Lam
Effectofboltgaugedistanceonthebehaviourofanchoredblindboltedconnectionto
concretefilledtubularstructures 87
M.Mahmood,W.Tizani&C.Sansour
Beamtoconcrete-filledrectangularhollowsectioncolumnjointsusinglongbolts 95
V.L.Hoang,J.F.Demonceau&J.P.Jaspart
InfluenceofouterdiameterinconfinementeffectofCFTsectionsunderbending 103
A.A.Valls&J.M.Carreras
V
Castingofcompositeconcrete-filledsteeltubebeamswithself-consolidatingconcrete 111
J.M.Flor,R.H.Fakury,R.B.Caldas,F.C.Rodrigues&A.H.M.deAraújo
Analyticalbehaviourofconcrete-encasedCFSTcolumntosteelbeamjoints 117
W.Li,W.W.Qian,L.H.Han&X.L.Zhao
Compositecolumnsmadeofconcretefilledcircularhollowsectionsinfirecaseandwith
restrainedthermalelongation–numericalandexperimentalanalysis 123
T.A.C.Pires,J.P.C.Rodrigues&J.J.R.Silva
Bucklingresistanceofconcrete-filledsteelcirculartubecolumnscomposedof
high-strengthmaterials 131
M.Karmazínová
Time-dependentresponseofthree-hingedCFSTarches 139
M.A.Bradford&Y.-L.Pi
Earthquakeresistance
Elliptical-hollow-sectionbracesundercyclicaxialloading 149
Y.M.Huai,T.M.Chan&W.Wang
Seismicresponseanddamagedistributionofconcretefilledsteeltubeframe 157
K.Goto
Seismicdesignofpartiallyconcrete-filledsteeltubularcolumnswithenhancedductility 165
I.H.P.Mamaghani
Fireresistance
Optimaleconomicdesignofunprotectedcircularconcrete-filledsteeltubularcolumnsat
ambienttemperatureandunderfirecondition 175
D.Hernández-Figueirido,A.Piquer,J.M.Portolés,A.Hospitaler&J.M.Montalvá
Structuralanalysisoftubulartrussinfire 181
J.A.DiezAlbero,T.Tiainen,K.Mela&M.Heinisuo
Effectsoftrussbehavioroncriticaltemperaturesofweldedsteeltubulartrussmembers
exposedtofire 189
E.Ozyurt&Y.C.Wang
Fireperformanceofinnovativeslenderconcretefilledsteeltubularcolumns 197
A.Espinós,M.L.Romero,E.Serra,V.Albero&A.Hospitaler
Impact,blastandrobustness
Experimentalandtheoreticaldevelopmentforpipe-in-pipecompositespecimensunderimpact 205
X.Qian&Y.Wang
FieldblasttestingandFEmodellingofRHSmembers 211
C.Ritchie,J.A.Packer,M.Seica&X.L.Zhao
Behaviourofreversechanneltensionzonesubjectedtoimpactloads 219
P.Barata,J.Ribeiro,A.Santiago&M.C.Rigueiro
Offshorestructures
Tubularbasedsupportstructuresforoffshorewindturbines 229
J.Müglitz,S.Weise,J.Hermann,U.Mückenheim&K.A.Büscher
StingerdesignforPioneeringSpirit–theworld’slargestpipelayvessel 237
Y.Yu,J.vanderSman&J.vanLammeren
VI
Comparativeassessmentofthedesignoftubularelementsaccordingtooffshoredesign
standardsandEurocode3 245
T.Manco,J.P.Martins,L.S.daSilva&M.C.Rigueiro
Stainlessandhighstrengthsteelstructures
Lowcyclefatigueofhigh-strengthsteeltubeswithlongitudinalattachments 255
J.Hrabowski,S.Herion&T.Ummenhofer
Localandlocal-overallbucklingbehaviourofweldedstainlesssteelboxsectioncolumns 263
H.X.Yuan,X.X.Du,Y.Q.Wang,Y.J.Shi,L.Gardner&L.Yang
Experimentalinvestigationofcold-formedhighstrengthsteeltubularsectionsundergoing
webcrippling 271
H.T.Li&B.Young
Behaviourofeccentricallyloadedferriticstainlesssteelstubcolumns 279
O.Zhao,L.Gardner,B.Rossi&B.Young
CFRPstrengthenedcold-formedstainlesssteeltubularsectionssubjectedtoconcentrated
loadingunderITFloadingcondition 287
F.Zhou,P.Huang&H.Peng
TestsonferriticstainlesssteelsimplysupportedandcontinuousSHSandRHSbeams 295
I.Arrayago,E.Real&E.Mirambell
Behaviourofbridgingmega-trusstubularstructuresfabricatedfromS690steelplates:
PartI–Structuralaspects 303
S.P.Chiew,K.W.Cheng&C.K.Lee
Behaviourofbridgingmega-trusstubularstructuresfabricatedfromS690steelplates:
PartII–Materialaspects 311
K.W.Cheng,S.P.Chiew&C.K.Lee
Compressivebehaviorofinnovativehollowlongfabricatedcolumnsutilizinghighstrength
andultra-highstrengthtubes 319
F.Javidan,A.Heidarpour,X.L.Zhao&J.Minkkinen
Innovativecorrugatedhollowcolumnsutilizingultrahighstrengthsteeltubes 327
M.Nassirnia,A.Heidarpour,X.L.Zhao&J.Minkkinen
NewexperimentaldeterminationoffatiguestrengthoftubulartrussjointsinsteelgradesuptoS690 333
S.Herion,T.Ummenhofer,M.Veselcic,F.Zamiri&A.Nussbaumer
Connections
Stressconcentrationfactorsofsquarebird-beakSHST-jointsunderbraceaxialloading 343
B.Cheng,Q.Qian,J.C.Zhao,Z.A.Lu&X.L.Zhao
Experimentalevaluationofthedirectionalstrengthincreaseforfilletweldstorectangular
hollowsections 349
J.A.Packer,M.Sun,P.Oatway&G.S.Frater
InvestigationofweldeffectivelengthrulesforRHSoverlappedK-connections 357
K.Tousignant&J.A.Packer
Experimentalinvestigationofbuilt-inreplaceablelinksinexternaldiaphragmconnection
betweensteelI-beamandCHScolumn 365
M.Khador&T.M.Chan
StructuralbehaviourofTRHSjointssubjectedtochordaxialforce 371
A.Nizer,L.R.O.deLima,P.C.G.daS.Vellasco,S.A.L.deAndrade,E.daS.Goulart,
A.T.daSilva&L.F.daC.Neves
InfluenceoftensilechordstressesonthestrengthofCHSX-joints–Experimentaland
numericalinvestigations 379
A.Lipp&T.Ummenhofer
VII
TensiontestingofweldsforX-jointswithCHSbranchestoSHSchord 387
W.Wang,Q.Gu&J.J.Wang
InfluenceoftheventholeshapeonthestrengthofRHSK-jointsingalvanizedlatticegirders.
Anumericalstudy 395
M.A.Serrano-López,C.López-Colina,J.Díaz-Gómez,F.López-Gayarre&G.Iglesias-Toquero
Designofhollowsectionjointsusingthecomponentmethod 403
J.P.Jaspart&K.Weynand
Numericalstudyofthroughplate-to-CHSconnections 411
A.P.Voth&J.A.Packer
AnewdesignequationforsidewallbucklingofRHStrussX-joints 419
J.Becque&T.Wilkinson
Performanceofnon-diaphragmjointofH-beamtoRHScolumnwithpartiallythickenedwall 427
Y.Chen,L.Zhang&W.Jiao
AnalysisofthepossiblefailuremodesinCSHboltedsleeveconnections 435
L.R.Amparo,A.M.Sarmanho,A.H.M.deAraújo&J.A.V.Requena
RHSbeam-to-columnconnection:Experimentalanalysisofinnovativeboltedtypology 441
G.B.dosSantos,E.deM.Batista&A.H.M.deAraújo
Finiteelementsimulationsof450gradecoldformedKandNjoints 449
M.Mohan&T.Wilkinson
AxiallyloadedKjointsmadeofthin-walledrectangularhollowsections 457
O.Fleischer,R.Puthli,T.Ummenhofer&J.Wardenier
Tjointswithchordsmadeoftriangularhollowsections 465
O.Fleischer,S.Herion,T.Ummenhofer,D.Ungermann,B.Brune&P.Dissel
Reductionoffilletweldsizes 473
O.Fleischer&S.Herion
WeldingsimulationoftubularK-jointsinsteelS690QH 481
F.Zamiri,J.-M.Drezet&A.Nussbaumer
ExperimentalinvestigationofthestaticcapacityofgradeC450RHSKandNtrussjoints 489
Z.Yao&T.Wilkinson
Through-boltstocontrolovalizationofCHST-jointsunderbracemembercompressiveloads 497
M.A.Mohamed,A.A.Shaat&E.Y.Sayed-Ahmed
Experimentalstudyonstaticbehaviorofmulti-planaroverlappedCHSKK-joints 505
X.Z.Zhao,S.S.Han,K.H.Hu,Y.Y.Chen&A.H.Wu
Tubularjointswithwelder-optimizedCJP-equivalentweldsunderhigh-cyclefatigueloading 513
X.Qian&P.W.Marshall
Assessmentandrepresentationofductilefracturefailureforweldedtubularjoints 521
X.Qian
ApplicationoftheWeibullstressapproachtothepredictionofbrittlefractureoriginatingfrom
defectsattheendsofgroove-weldedjoints 527
T.Iwashita&K.Azuma
RecentresearchdevelopmentsinChinaonfatiguebehaviourofweldedjointsofconcrete-filled
tubulartrusses 535
L.W.Tong,K.P.Chen&X.L.Zhao
Fatiguebehaviouranddetailingofslottedtubularconnection 541
C.Baptista,L.Borges,S.Yadav&A.Nussbaumer
Performanceoftube-basedmomentconnectionsundercyclicloads 549
D.Wei,J.McCormick,M.Hartigan&M.Fadden
VIII
EffectofthesecondarybendingmomentonK-jointcapacity 557
T.Björk,N.Tuominen&T.Lähde
Structuralbehaviourofcross-sectionsandmembers
AssessmentofEurocode9slendernesslimitsforelementsincompression 569
M.Su,B.Young&L.Gardner
DesignstrengthofLDSSflatovalstubcolumnunderpureaxialcompression 575
K.Sachidananda&K.D.Singh
Anewdesignmethodforhollowsteelsections:theOverallInteractionConcept 583
J.Nseir,E.Saloumi,M.Hayeck&N.Boissonnade
Experimentalcharacterizationoftherotationalcapacityofhollowstructuralshapes 591
E.Saloumi,M.Hayeck,J.Nseir&N.Boissonnade
Effectsofcyclicloadingonoccurrenceofbrittlefractureinnotchedspecimens 599
T.Iwashita&K.Azuma
Theeffectofsteelstriponthequalityofcold-formedhollowsections 605
P.Ritakallio
Considerationsinthedesignandfabricationoftubularsteeltransmissionstructures 613
R.M.Slocum
Thecontinuousstrengthmethodforcircularhollowsections 621
C.Buchanan,L.Gardner&A.Liew
UseofRamberg-Osgoodmateriallawsinthefiniteelementmodelingofcold-formedtubes 629
M.Hayeck,J.Nseir,E.Saloumi&N.Boissonnade
Strengthandductilityevaluationofsteeltubularcolumnsundercyclicmultiaxialloading 637
I.H.P.Mamaghani,B.Dorose&F.Ahmad
Experimentalstudyandassociatedanalysisofinner-stiffenedcold-formedSHSsteelcolumns 645
A.Z.Zhu,H.P.Zhu&Y.Lu
Onthefirstorderandbucklingbehaviourofthin-walledregularpolygonaltubes 653
R.Gonçalves&D.Camotim
CFRPstrengthenedsquarehollowsectionsubjecttopuretorsion 661
J.Sharrock,C.Wu&X.L.Zhao
Authorindex 669
IX