Table Of ContentFRPCOMPOSITESINCIVILENGINEERING–CICE2004
PROCEEDINGSOFTHESECONDINTERNATIONALCONFERENCEONFRPCOMPOSITESIN
CIVILENGINEERING–CICE2004,8–10DECEMBER2004,ADELAIDE,AUSTRALIA
FRP Composites in Civil
Engineering – CICE 2004
Editedby
R.Seracino
SchoolofCivilandEnvironmentalEngineering,TheUniversityofAdelaide,Australia
A.A.BALKEMAPUBLISHERS Leiden/London/NewYork/Philadelphia/Singapore
Theofficialconferenceofthe
InternationalInstituteforFRPinConstruction
Organisedbythe
SchoolofCivilandEnvironmentalEngineering
TheUniversityofAdelaide
inconjunctionwiththe
DepartmentofCivilandStructuralEngineering
TheHongKongPolytechnicUniversity
Copyright©2005Taylor&FrancisGroupplc,London,UK
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ISBN9058096386
PrintedinGreatBritain
FRPCompositesinCivilEngineering–CICE2004–Seracino(ed)
©2005Taylor&FrancisGroup,London,ISBN9058096386
Table of Contents
Preface XIII
MessagefromthePresidentofIIFC XV
CICE2004OrganisingCommittee XVII
CICE2004InternationalAdvisoryCommittee XIX
IIFCCouncil XXI
IIFCAdvisoryCommittee XXIII
IIFCExecutiveCommittee XXV
Keynotepapers
Mechanically-fastenedFRP(MF-FRP)–aviablealternativeforstrengtheningRCmembers 3
L.C.Bank
Strengthsandlimitationsoffibrereinforcedpolymersinthecivilinfrastructure,material
advancesandtheinfluencesonpresentandfuturedevelopments 17
L.C.Hollaway&I.Hackman
ISIStechnologiesforcivilengineeringsmartinfrastructure 29
A.A.Mufti
Strengtheningofscaledsteel–concretecompositegirdersandsteelmonopoletowers
withCFRP 43
D.Schnerch&S.Rizkalla
Bond-slipmodelsforinterfacesbetweenexternallybondedFRPandconcrete 55
J.G.Teng,X.Z.Lu,L.P.Ye&J.J.Jiang
NewshearbondmodelforFRP–concreteinterface–frommodelingtoapplication 69
T.Ueda&J.G.Dai
TheuseofFRPasembeddedreinforcementinconcrete 83
P.Waldron
StructuralstrengtheningandintegritywithhybridFRPcomposites 93
Z.S.Wu
FRPresearchinChina(specialsession)
FRPinChina:thestateofFRPresearch,designguidelinesandapplicationinconstruction
(Invitedpaper) 109
L.P.Ye,P.Feng,X.Z.Lu,P.Qian,L.Lin,Y.L.Huang,W.H.Hu,Q.R.Yue,Y.X.Yang,Z.Tan,
T.Yang,N.Zhang&R.Li
ExperimentalandfiniteelementstudiesondeterioratedsteelmembersrepairedwithCFRPsheets 121
Q.R.Yue,F.M.Peng,Y.X.Yang&N.Zhang
BehaviourofcontinuousRCbeamsstrengthenedwithCFRPcomposites 127
J.W.Zhang,S.T.Smith,T.T.Zhang&Z.T.Lu
V
StrengtheningefficiencyofRCbeamswithexternallybondedcarbonfibreandglass
fibresheets 137
G.J.Xiong,X.Jiang&J.Liu
FRPresearchinItaly(specialsession)
FRPresearchinItaly–towardsanewcodeforFRPstrengthening(Invitedpaper) 143
G.Monti
BondtestsonconcreteelementswithCFRPandanchoragesystems 153
F.Ceroni&M.Pecce
FlexuralstrengtheningofRCbeamsusingemergingmaterials:ultimatebehavior 163
A.Prota,G.Manfredi,A.Nanni,E.Cosenza&M.Pecce
FlexuralstrengtheningofRCbeamsusingemergingmaterials:crackingbehavior 171
F.Ceroni,M.Pecce,A.Prota&G.Manfredi
FRPconfinedconcreteconstitutiverelationships 179
C.Faella,R.Realfonzo&N.Salerno
DebondinginFRPstrengthenedRCbeams:comparisonbetweencodeprovisions 189
C.Faella,E.Martinelli&E.Nigro
FRPresearchintheMiddleEast(specialsession)
NumericalmodelingofRCbeamsstrengthenedwithCFRPunderdynamicloading 201
S.Mohammadi&A.A.MousaviKhandan
StrengtheningofRCcolumnswithinadequatetransversereinforcement 211
A.Ilki,V.Koc,O.Peker,E.Karamuk&N.Kumbasar
Innovativethree-sideswrappingtechniqueforrectangularRCcolumnsusingCFRPsheets 219
A.A.El-Ghandour&A.A.Abdelrahman
MomentredistributioninRCcontinuousbeamsstrengthenedinflexurebyCFRPlaminates 227
A.A.El-Ghandour,A.A.Abdelrahman,E.A.Nasr&H.A.Aly
FEmodelingofFRPstrengthenedRCjoints 237
D.Mostofinejad&S.B.TalaeiTaba
FRPresearchinSoutheastAsia(specialsession)
FRPresearchinSoutheastAsia:durabilityandstructuralprotection(Invitedpaper) 247
K.H.Tan
Evaluation,selectionandacceptancecriteriaforusingFRPsystemsforstrengthening
reinforcedconcreteandmasonrystructures 255
R.Jamaji,J.Quek&S.K.Savardekar
Long-termdeflectionsofFRP-strengthenedbeamsundersustainedloads 261
M.K.Saha&K.H.Tan
EngineeredcementitiouscompositesforeffectiveFRP-strengtheningofRCbeams 267
M.Maalej&K.S.Leong
VI
Long-termmonitoring(specialsession)
FieldmonitoringofconcretestructureswithinternalorexternalFRPreinforcement
(Invitedpaper) 275
J.P.Newhook
EIS-basedsensorsforNDEofFRP-strengthenedconcretebeams:experimentsand
finiteelementsimulation 281
R.Harichandran,S.Hong,L.Udpa&Z.Zeng
StrainmonitoringtechniquesforFRPlaminates 291
G.A.Sarazin&J.P.Newhook
Materialsandproducts
TestandanalysisofthebasicmechanicalpropertiesofCFRPsheets 299
Y.X.Yang,Q.R.Yue,J.S.Cao,Y.Zhao&P.Cai
MineralbasedbondingofCFRPtostrengthenconcretestructures 305
B.Täljsten
Coaxiallyreinforcedcompositerods 313
V.N.Kestelman,G.E.Freger&D.G.Freger
Confinementofconcreteincompression
Behaviouroflarge-scalecolumnsconfinedwithFRPcompositesincompression 321
H.Toutanji,S.Matthys,L.Taerwe&K.Audenaert
TheoreticalmodelforconcreteconfinedwithFRP 327
Y.L.Huang,J.G.Teng,L.Lam&L.P.Ye
StrengtheningofRCelementsusingCFRP:theFrenchstudiesandthemainresults 335
J.-L.Clément
BondandinterfacialstressesbetweenFRPandconcrete
TestsfortheevaluationofbondpropertiesofFRPbarsinconcrete 343
M.Guadagnini,K.Pilakoutas,P.Waldron&Z.Achillides
OntheinterfacialmechanicsofFRP-strengthenedconcretestructures 351
U.A.Ebead,K.W.Neale&L.Bizindavyi
BondbehaviorofCFRProdsinRCbeamwithhangingregion 361
R.Thamrin,T.T.Ngoc,S.Hir,N.Yoshikawa&T.Kaku
DowelresistancesofbondinterfacesbetweenFRPsheetsandconcrete 371
J.G.Dai,T.Ueda,Y.Sato&H.Jaqin
ExperimentalandnumericalinvestigationsofbondbetweenCFRPandconcrete 381
K.Schilde&W.Seim
RecentresearchesoninterfacialbehaviorofFRPsheetsexternallybondedtoRCstructures 389
X.Z.Lu,L.P.Ye,J.G.Teng,Y.L.Huang,Z.Tan&Z.X.Zhang
TaperendedFRPstripsbondedtoRCbeams:experimentsandFEManalysis 399
B.Gao,J.K.Kim&C.K.Y.Leung
BondcharacteristicsofCFRPfabricsbondedtoconcretemembersusingwetlay-upmethod 407
H.Pham&R.Al-Mahaidi
VII
Anewapproachforinterfacialstressanalysisofbeamsbondedwithathinplate 413
J.Yang,J.F.Chen&J.G.Teng
Experimentalstudyonbondstress-slipbehaviourofFRP–concreteinterfaceusing
electronicspecklepatterninterferometrytechnique 423
S.Y.Cao,J.F.Chen&J.W.Pan
Flexuralstrengtheningofconcretebeamsandslabs
Fatigueandpost-fatiguequasi-staticperformanceofRC-beamsexternallystrengthened
withCFRPs 433
C.Gheorghiu,P.Labossière&J.Proulx
Agenericdesignapproachforalladhesively-bondedlongitudinally-platedRCbeams 439
D.J.Oehlers
Prestressednearsurfacemountedreinforcement(NSMR)forstrengtheningconcretebeams 447
H.Nordin&B.Täljsten
Staticbehaviorof40year-oldprestressedconcretebridgegirdersstrengthenedwithvarious
FRPsystems 455
O.A.Rosenboom,R.O.Carneiro,T.K.Hassan,A.Mirmiran&S.H.Rizkalla
BridgestrengtheningwithprestressedCFRPplatesystems 463
D.Millar,P.Scott&R.Clénin
CFRPstrengthenedopeningsintwo-wayconcreteslabs 471
O.Enochsson,T.Olofsson&B.Täljsten
EffectofCFRPsheetsontheconcrete–steelfatiguebondstrength 481
A.A.Rteil,K.A.Soudki&T.H.Topper
Studyofsewersstrengthenedbycompositeplates:numericaloptimisationandexperimentalstudy 487
S.Kesteloot,C.Djelal,S.Baraka,I.Benslimane&P.Domange
DebondingfailureinFRPstrengthenedbeams
VerificationsofsomedesignequationsofbeamsexternallystrengthenedwithFRPcomposites 499
L.Zhao&H.Toutanji
DebondingfailureinCFRPstrengthenedconcretebeams 505
N.Khomwan,S.J.Foster&S.T.Smith
Parametricstudyofintermediatecrack(IC)debondingonadhesivelyplatedbeams 515
I.Liu,D.J.Oehlers&R.Seracino
InvestigationofdebondingfailureinFRPplatedbeams 523
S.K.Sharma,M.S.MohamedAli&P.K.Sikdar
PredictionmodelsfordebondingfailureloadsofCFRPretrofittedRCbeams 531
H.Pham&R.Al-Mahaidi
PredictionofdebondingfailureinFRPflexurallystrengthenedRCmembersusinga
localdeformationmodel 541
S.T.Smith&R.J.Gravina
Shearandtorsionalstrengtheningofconcretebeams
TorsionalstrengtheningofreinforcedconcretebeamsusingCFRPcomposites 551
A.K.Y.Hii&R.Al-Mahaidi
VIII
Concreteshear-transferstrengtheningwithexternallyappliedFRPcomposites 561
N.Saenz,C.P.Pantelides&L.D.Reaveley
Shearstrengtheningofbeamswithcompositematerials 569
G.Monti,F.Santinelli&M.A.Liotta
NumericalpredictionsfortheultimatetorquecapacityofFRPstrengthenedreinforced
concretebeams 579
M.Ameli,H.R.Ronagh,M.A.Bradford&B.Uy
ExperimentalinvestigationsonFRPstrengtheningofbeamsintorsion 587
M.Ameli,H.R.Ronagh&P.F.Dux
Photographicstrainmonitoringforcivilengineering 593
A.Carolin,T.Olofsson&B.Täljsten
Strengtheningofconcretecolumnsandwalls
CarbonFRPstrengthenedRCcolumnsundercombinedflexure–compressionloading 603
M.Quiertant&F.Toutlemonde
Retrofitoftwo-columnbridgepierswithdiamond-shapedcolumnsforearthquakeloading
usingCFRP 613
M.Saiidi,A.Itani,K.Sureshkumar&S.Ladkany
Reinforcedconcretesquatwallsretrofittedwithcarbonfiberreinforcedpolymer 621
S.-J.Hwang,T.-C.Chiou&Y.-S.Tu
ExperimentalstudyonthestrengtheningandrepairofR/Cwall-framestructureswith
anopeningbyCF-sheetsorCF-grids 631
A.Kitano,O.Joh&Y.Goto
Strengtheningofbeam-columnjoints
EvaluationofwrapthicknessinCFRP-strengthenedconcreteT-joints 643
A.Parvin&S.Wu
CFRP-retrofittedRCexteriorbeam-columnconnectionsundercyclicloads 647
S.S.Mahini,H.R.Ronagh&S.T.Smith
FlexuralrepairofRCexteriorbeam-columnjointsusingCFRPsheets 653
S.S.Mahini,H.R.Ronagh&P.F.Dux
Multi-levelseismicrehabilitationofexistingframesystemsandsubassembliesusing
FRPcomposites 659
S.Pampanin,D.Bolognini,A.Pavese,G.Magenes&G.M.Calvi
Strengtheningofmasonryandtimberstructures
NumericalsimulationofFRPstrengthenedunreinforcedmasonry 673
S.H.Xia&D.J.Oehlers
DiagonaltestsontuffmasonrystrengthenedwithCMFsystems 681
G.Marcari,G.Fabbrocino,A.Prota,G.Manfredi&C.Aldea
FRPjacketingofmasonrycolumns 691
T.Krevaikas&T.C.Triantafillou
Strengtheningoftimberstructuresin-situwithanapplicationoffiber-reinforcedpolymers 697
K.U.Schober&K.Rautenstrauch
IX
Description:The range of fibre-reinforced polymer (FRP) applications in new construction, and in the retrofitting of existing civil engineering infrastructure, is continuing to grow worldwide. Furthermore, this progress is being matched by advancing research into all aspects of analysis and design. The Second