Table Of ContentTAILORMADECONCRETESTRUCTURES
NEWSOLUTIONSFOROURSOCIETY
PROCEEDINGSOFTHEINTERNATIONALFIB SYMPOSIUM2008,AMSTERDAM,
THENETHERLANDS,19–21MAY2008
Tailor Made Concrete Structures:
New Solutions For Our Society
Edited by
Joost C. Walraven
TechnicalUniversityofDelft,Delft,TheNetherlands
Dick Stoelhorst
DutchConcreteSociety,Gouda,TheNetherlands
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TailorMadeConcreteStructures–Walraven&Stoelhorst(eds)
©2008Taylor&FrancisGroup,London,ISBN978-0-415-47535-8
Table of Contents
Preface XIX
Sponsors XXI
KeynoteLectures
Concretebridges:Newdemandsandsolutions 3
J.Combault
HowTheNetherlandssurvive,aworldwideexample 5
S.Schaap
TheWorldChampionsSoccerinSouthAfricain2010 7
D.Jordaan
DamsafetyinChinaandthelifespanevaluationofoldconcretedams 9
J.Jia,C.Zheng&C.Zhao
TheRijksmuseuminAmsterdam 15
A.Ortiz
Prefab,theAmericanWay 17
T.J.D’ArcyonbehalfofPCI
TheEuropeanStandardforPrefabrication 19
M.Menegotto
FibresinConcrete,Research,Rules,Practice 21
E.H.HorstFalkner
PublicPrivatePartnership,toolortrend 23
A.Echberg
TheconstructionprojectoftheSagradaFamília 25
J.Gómez,R.Espel&J.Faulí
V
OralPresentations
Lifecycledesign
Assessmentofcorrosioninreinforcedconcretebeams 35
D.I.Banic,D.Bjegovic&D.Tkalcic
Corrosionofreinforcementbarsisnotanymoreinevitability 36
P.Guiraud&F.Moulinier
Newaspectsindurabilitybridgedesign 37
M.Empelmann,V.Henke,G.Heumann&M.Wichers
Carbondioxideasastimulusforlifecyclethinkingincementandcarbonneutral
concretebuilding 38
P.A.Lanser&A.M.Burger
Servicelifedesignofconcretestructuresbynumericalmodellingofchlorideingress 39
M.M.R.Boutz,G.vanderWegen,P.E.Roelfstra&R.Haverkort
Influenceofcuringontheporestructureofconcrete 40
W.J.Bouwmeester–vandenBos&E.Schlangen
Lifecyclemanagementofinfrastructures:Integrationofdisciplinesaskeysucces-factor 41
A.vanderHorst
Residualservice-lifeofconcretefaçadestructureswithreinforcementincarbonated
concreteinNordicclimate 42
J.S.Mattila&M.J.Pentti
TheroleofControlledPermeabilityFormworkinlifecycledesign 43
P.McKenna&C.Baxi
Designedperformancesustainableconcrete 44
B.M.Piscaer&S.W.Danielsen
Tailor-madeconcretestructures–Casestudiesfromprojectsworldwide 45
C.K.Edvardsen
RebuildingLeCorbusier’sWorldExhibitionPavilion;ThePoèmeElectroniquein
Brussels,1958 46
R.Nijsse
Whyhistoricconcretebuildingsneedholisticsurveys 47
H.A.Heinemann
Designstrategiesforthefuture
Expansionjointswithlownoiseemission 51
T.Spuler,G.Moor&C.O’Suilleabhain
OverviewofPCI’sresearchanddevelopmentprogram 52
C.D.Sutton&P.Johal
Researchonvolumechangemovementandforcesinprecastconcretebuildings 53
G.Klein&R.Lindenberg
ThePCIheadedstudanchorageresearchprogram:Scopeandhighlightsoffindings 54
N.S.Anderson&D.F.Meinheit
Developmentofaseismicdesignmethodologyforprecastconcretefloordiaphragms 55
R.B.Fleischman,C.J.Naito&J.Restrepo
VI
DevelopmentofarationaldesignmethodologyforprecastL-shapedspandrelbeams 56
G.Lucier,C.Walter,S.Rizkalla,P.Zia,G.Klein&D.Logan
Undergroundstructures
Realopportunitiesforultrahighstrengthconcreteintunneling 59
T.W.Groeneweg,C.B.M.Blom&J.C.Walraven
North/SouthLineAmsterdam,undergroundstationCSonStationIsland–Complex
buildingtechniquesonanartificialisland 60
R.M.vanderPloeg,J.Dorreman&J.C.W.M.deWit
Tunnelsofimprovedseismicbehaviour 61
S.PompeuSantos
Behaviourof‘segmental/meterpanels’forbasementsandsubways 62
D.K.Kanhere&V.T.Ganpule
TheNewRijksmuseum–Theartofgoingunderground 63
D.D.J.Grimmelius&A.M.deRoo
Corrosionmonitoringforundergroundandsubmergedconcretestructures–examples
andinterpretationissues 64
R.B.Polder,W.H.A.Peelen&G.Leegwater
Designingcast-in-situFRCtunnellinings 65
B.Chiaia,A.P.Fantilli&P.Vallini
Concretetunnelsegmentswithcombinedtraditionalandfiberreinforcement 66
G.Tiberti,G.A.Plizzari,J.C.Walraven&C.B.M.Blom
Fireresistanceofconcretetunnellinings 67
J.L.Vitek
Monitoringandinspection
Segmentalbridgebehaviorduringbridgetesting 71
M.Zupcic,D.Banic,D.Tkalcic&Z.Peric
Monitoringthe352meterlongMonacofloatingpier 72
M.deWit&G.Hovhanessian
Cambersofprestressedprecastbridgegirders,predictionvs.reality 73
M.Chandoga,A.Jaroševicˇ,J.Halvonik,A.Pritula&P.Pšenek
Monitoringofelectricallyisolatedpost-tensioningtendons 74
B.Elsener
Remotemonitoring:Cost-effectiveandself-sufficient 75
T.Spuler,G.Moor&C.O’Suilleabhain
MonitoringofMoscowCoveredCenterload-carryingstructures 76
A.I.Zvedov&V.R.Falikman
Diagnosis
Performancepredictionsofbridgestructuresbasedondamagepatterndetectionand
extremevaluemethods 79
A.Strauss,R.Wendner,K.Bergmeister,U.Santa&D.M.Frangopol
VII
Diagnosisofthestateofconcretestructuresafterfire 80
E.Annerel&L.Taerwe
ChloridesingressasanenvironmentalloadonKrkbridge 81
I.Stipanovic´Oslakovic´,D.Bjegovic´&D.Mikulic´
TBM’sbackfillmortars–Overview–IntroductionofRheologicalIndex 82
L.Linger,M.Cayrol&L.Boutillon
Structuralbehaviorwithreinforcementcorrosion 83
V.I.Carbone,G.Mancini&F.Tondolo
FillinginspectiontechnologyofgroutinJapan 84
T.Oshiro,K.Aoki,M.Hara&A.Shoji
Loadcapacityassessmentof“AntonioDovaliJaime”bridgeusingstaticanddynamictests 85
O.Ortiz,J.Téllez,F.J.Burgos,A.Patrón,E.Reyes,V.Robles,C.Cremona&
M.E.Ruiz-Sandoval
Safetyappraisalofanexistingbridgeviadetailedmodelling 86
M.Pimentel,J.Santos&J.A.Figueiras
Causeandrepairofdetrimentallycrackedbeaminreinforcedconcretebridgepier 87
M.Yoshizawa,K.Sasaki,T.Usui,J.Sakurai&S.Ikeda
Innovativematerials
Designoftworeactivepowderconcretebridges 91
M.Rebentrost&R.Annan
Fireresistingconcrete 92
B.P.VandenBossche
Innovativeultra-highperformanceconcretestructures 93
G.A.Parsekian,N.G.Shrive,T.G.Brown,J.Kroman,P.J.Seibert,V.H.Perry&A.Boucher
StrengtheningofHuisnebridgeusingUltra-High-PerformanceFibre-ReinforcedConcrete 94
T.Thibaux
Ductal®PontduDiablefootbridge,France 95
M.Behloul,R.Ricciotti,R.F.Ricciotti,
P.Pallot&J.Leboeuf
ShearcarryingcapacityofUltra-HighPerformanceConcretebeams 96
J.Hegger&G.Bertram
Highperformancematerials–Advancesincompositeconstructions 97
J.Hegger&S.Rauscher
TextileReinforcedConcrete–Realizationinapplications 98
J.Hegger,M.Zell&M.Horstmann
Subsequentsealingofbuildingsmadeoftextilereinforcedconcrete 99
R.Mott&W.Brameshuber
OptimizedHigh-PerformanceConcreteinGroutedConnections 100
S.Anders&L.Lohaus
Tailoredsuperplasticisersfortailormadeconcretestructures 101
M.Corradi,R.Khurana,R.Magarotto&S.Moro
VIII
JointlessprestressedconcreteviaductusingECC 102
M.Fujishiro,K.Suda&Y.Nagata
PumpingofSelfCompactingConcrete:Aninsightintoadailyapplication 103
D.Feys,R.Verhoeven&G.DeSchutter
Replacementofshearreinforcementbysteelfibresinpretensionedconcretebeams 104
P.DePauw,L.Taerwe,N.VandenBuverie&W.Moerman
PropertiesandapplicationsofDUCON®Amicro-reinforcedultra-high-performance
concrete 105
J.Schneider&J.Reymendt
DeformationbehaviorofreinforcedUHPFRCelementsintension 106
V.Sigrist&M.Rauch
StructuralperformanceofpretensionedmemberwithUltraHighStrengthFiber
ReinforcedConcrete 107
T.Ichinomiya,N.Sogabe,Y.Taira&Y.Hishiki
Measuringthepackingdensitytolowerthecementcontentinconcrete 108
S.A.A.M.Fennis,J.C.Walraven&T.G.Nijland
Developmentofabacteria-basedselfhealingconcrete 109
H.M.Jonkers&E.Schlangen
Useofpolypropylenefibrestoreduceexplosivespallinginconcretesexposedtofire 110
J.A.Larbi,A.J.S.Siemes&R.B.Polder
Steelfibreonlyreinforcedconcreteinfreesuspendedelevatedslabs:Casestudies,design
assistedbytestingroute,comparisontothelatestSFRCstandarddocuments 111
X.Destrée&J.Mandl
EvaluationofthebondstrengthbehaviorbetweensteelbarsandHighStrengthFiber
ReinforcedSelf-CompactingConcreteatearlyages 112
F.M.AlmeidaFilho,M.K.ElDebs&A.L.H.C.ElDebs
ResearchonthecrackingcontrolandpumpabilityofHPCinS-CsegmentofSutongBridge 113
H.Zhang,S.K.Li&J.F.Tao
Developmentstrategiesforfoamedcementpaste 114
J.U.Pott&L.Lohaus
ExpandingtheapplicationrangeofRC-columnsbytheuseofUHPC 115
M.Empelmann,M.Teutsch&G.Steven
Qualityconcretesurfacesmeanalongerlifeasset 116
D.J.Wilson
TextileReinforcedConcrete(TRC)forprecastStay-in-Placeformworkelements 117
I.C.Papantoniou&C.G.Papanicolaou
Bridgesutilizinghighstrengthconcrete 118
J.Strasky,I.Terzijski&R.Necas
Codesforthefuture
Modellingofshear-fractureoffibre-reinforcedconcrete 121
G.G.Lee&S.J.Foster
IX
Description:In recent years knowledge of concrete and concrete structures has increased, as has its applications. New types of concrete challenged scientists and engineers, and ecological constraints encouraged the implementation of life cycle design of concrete structures, moving the focus more and more to mai