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Computationalmultiplescatteringanalysisofelasticwavesinunidictionalcomposites
WaveMotion()–
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WaveMotion
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Computationalmultiplescatteringanalysisofelasticwavesinunidirectionalcomposites
TakutoSumiyaa,ShiroBiwab,∗,GuillaumeHaïatc
aDepartmentofMicroEngineering,GraduateSchoolofEngineering,KyotoUniversity,Yoshida-honmachi,Sakyo-ku,Kyoto606-8501,Japan
bDepartmentofAeronauticsandAstronautics,GraduateSchoolofEngineering,KyotoUniversity,Yoshida-honmachi,Sakyo-ku,Kyoto606-8501,Japan
cCNRS,UniversitéParis-Est,LaboratoiredeModélisationetdeSimulationMulti-Echelle,UMRCNRS8208,61avenueduGénéraldeGaulle,94010Créteilcedex,France
articleinfo
abstract
Articlehistory:
Received5June2012
Receivedinrevisedform18August2012Accepted25August2012
Availableonlinexxxx
Keywords:
Elasticwave
Fiber-reinforcedcompositematerialMultiplescattering
StopbandformationEffectivephasevelocity
Anumericalprocedureispresentedinthispaperforthetwo-dimensional,time-harmonicelastodynamicmultiplescatteringproblemsforunidirectionalfiber-reinforcedcomposites.Theproposedprocedureisbasedontheeigenfunctionexpansionofthedisplacementpotentialsandthenumericalcollocationmethodtosolvetheexpansioncoefficients,andiscapableofmodelingarbitraryfiberarrangements.Todemonstratetheapplicabilityoftheprocedure,thePandSVwavepropagationcharacteristicsinunidirectionalfiber-reinforcedcompositesareanalyzedfordifferentfiberarrangementsandfibervolumefractions.Thesimulatedresultsareshowntocapturethedetailedfeaturesofthelocalwavefieldsinthecompositesaccompanyingthemodeconversion.Fromthecomputedwavefields,theeffectivephasevelocitiesofthecompositesareidentifiedasfunctionsofthefrequency,andfoundtobeingoodagreementwiththepredictionsofamicromechanicalmodelforrandomcomposites.TheenergytransmissionspectraofthePandSVwavesarealsodemonstrated,whichexhibitthestop-bandformationforthecompositeswithregularfiberarrangements.
©2012ElsevierB.V.Allrightsreserved.
1.Introduction
Fiber-reinforcedcompositematerialshavefoundincreasingapplicationinavarietyofareassuchasaerospaceengineeringowingtotheirenhancedmechanicalproperties.Understandingoftheelasticwavepropagationcharacteristicsinthesematerialsisimportantregardingthedesignagainstdynamicloadingsaswellasthenondestructivecharacterizationusingultrasonicwaves.Elasticwavesinfiber-reinforcedcompositesundergomultiplescatteringbytheirmicrostructuresandexhibitfrequency-dependentpropagationcharacteristics[1,2].Inthenondestructivetesting,thesefeaturesneedtobeclarifiedinordertofullyinterprettheacquiredultrasonicwaveformsandtoobtaininformationofe.g.thematrix–fiberinterfacialproperties[3].
Elasticwavepropagationinfiber-reinforcedcompositeshasbeenstudiedextensively,basedondifferentversionsofmultiplescatteringtheoriesandmicromechanicalmodels.Inmultiplescatteringtheoriesforfiber-reinforcedcompositemedia[4–8],theinfinitehierarchyofthegoverningequationsistruncatedbyintroducingcertainassumptionsforthespatialcorrelationoffiberpositionstoobtaintheaveragewavefieldandtheeffectivewavenumbers.OtherexistingmodelsassumeeitherideallyperiodicmicrostructuresasapproachedbytheBloch(orFloquet)theoryandunit-cellanalysis[9–12],orrandommicrostructuresasapproachedbytheeffectivemediumtheoriesandothermicromechanicalmodels[13–19].Actual
∗Correspondingauthor.Tel.:
+81757535794;fax:
+81757535794.
E-mailaddress:
biwa@kuaero.kyoto-u.ac.jp(S.Biwa).
0165-2125/$–seefrontmatter©2012ElsevierB.V.Allrightsreserved.
doi:
10.1016/j.wavemoti.2012.08.012
2T.Sumiyaetal./WaveMotion()–
Fig.1.Schematicrepresentationofaunidirectionalcomposite.
fiber-reinforcedcomposites,however,oftenshowintermediatemicrostructuralfeatures.Forexample,somemetal–matrixcompositesaremanufacturedbylayingupandhot-pressingmatrix/fibermats(so-calledmonotapes),whichcontainasinglerowofcontinuousfibers[20,21].Suchaprocessresultsininternalfiberarrangementswhicharefairlyregularandperiodicbutnotperfectlyso,sincethenumberofthestackedmonotapesisfiniteandcertaindisorderoffiberpositioningoccurs.
Inordertoinvestigatetheelasticwavepropagationcharacteristicsincompositeswitharbitraryfiberarrangements,itisdesirabletoconsidermoredirectsimulationapproaches.Inthisregard,CaiandWilliams[22–24]proposedanumericaltechniquecalledscattererpolymerizationforlarge-scalemultiplescatteringproblemsofscalarshearwavesinfiber-reinforcedcomposites.Biwaetal.[25]presentedasemi-analyticalproceduretosolvetheequationsoftime-harmonicshear-wavemultiplescatteringdirectly,basedontheeigenfunctionexpansionofthewavefieldandnumericalcollocationtechniquetosolvetheexpansioncoefficients.Usingthismethod,theinteractionphenomenaofshearwaveswithdifferentarrangementsoffibershavebeenanalyzedeffectively,includingthestop-bandformationinregularfiberarrangementsanditsdependenceontheirfinitelength[26]aswellastheinfluenceofthedisorderedfiberarrangementonthetransmissioncharacteristics[27].Furthermore,theeffectiveshear-wavephasevelocityandattenuationcoefficientofafiber-reinforcedcompositeobtainedbythesimulationshavebeencomparedfavorablywithexperimentalresults[28].
Theabove-mentionedforegoingworks,however,dealwiththeshearwavespolarizedparalleltothealignedfibers,
whicharecommonlytermedasSH(shearhorizontal)waves.Inthissituation,nomodeconversionoccursatscattering,andtheequationstobesolvedareofascalarnature.Consequently,itremainsasanintriguingtasktoexaminemoregeneralproblemsoftwo-dimensionalelasticwavesinteractingwithunidirectionalfibers,forwhichmodeconversionphenomenaarerelevant.Inthispaper,theabove-mentionednumericalprocedure[25]isextendedtothemoregeneralsettingoftwo-dimensionalelastodynamics,inordertoanalyzemultiplescatteringofelasticwavesinunidirectionalfiber-reinforcedcomposites.Althoughtwo-dimensionalmultiplescatteringproblemsforfiber-reinforcedcompositeshavebeenapproachedbytheabovementionedmathematicaltreatmentsaswellasbydifferentnumericalmethods[29–31],thesemi-analyticaleigenfunctionexpansionapproachisworththoroughexploitationforitseffectivenessandhighaccuracy.Todemonstratetheapplicationoftheproposedprocedure,themultiplescatteringsimulationsarepresentedforelasticwavesinunidirectionalcompositeswithdifferentfiberarrangements,andtheeffectivephasevelocitiesandtheenergytransmissionbehaviorareillustratedforaspecifictypeofcomposites.
2.Formulation
2.1.Governingequations
Theproblemconsideredinthispaperconsistsofthetwo-dimensionalmultiplescatteringofelasticwavesinaninfiniteelasticmedium(Laméconstantsλ1,µ1anddensityρ1)containingNcircularcylindricalelasticfibers(radiusa,Laméconstantsλ2,µ2anddensityρ2)whichareallalignedparalleltothex3-axisandarrangedarbitrarilyinthex1–x2plane,seeFig.1.Below,thepositionvectorofagenericpointisdenotedbyr,andthepositionvectorofthecenteroftheithfiberbyri(i=1,2,...,N).ThedomainsoccupiedbythematrixandthefibersaredenotedasD1andD2,respectively.
−
Forthetime-harmonicproblemswithtime-dependenceoftheformexp(iωt)implicitlyunderstood(ω:
angular
√
frequency,i=
−1),thegoverningequationsofthetwo-dimensionalelastodynamicsarewrittenintermsofthe
displacementvectoruby
µα∇2u+(λα+µα)∇(∇·u)+ραω2u=0,inDα(α=1,2),
(1)where∇isthetwo-dimensionalgradientoperator,andthesubscriptαcorrespondstothematrix(α=1)orthefiber
(α=2).TheHelmholtztheoremallowsthetwo-dimensionaldisplacementfieldsu1(r)andu2(r)tobederivedfromtwo
potentialfunctionsΦ(r)andΨ(r)as[32]
∂Φ
1
u1(r)=∂x
∂Ψ
+∂x2
∂Φ
2
u2(r)=∂x
∂Ψ
−∂x1
(2)
whereΨisthex3-componentofthevectorpotential.Forthedisplacementsandpotentials,subscriptstoidentifythepertinentdomains(D1orD2)areomittedasitisevidentinthecontext.ThesepotentialssatisfythefollowingHelmholtzequations,
2222
∇Φ+kLαΦ=0,∇Ψ+kTαΨ=0,inDα(α=1,2),(3)
T.Sumiyaetal./WaveMotion()–3
wherethewavenumbersandthepertinentwavespeedsaregivenby
ω
c
kLα=
Lα
ω
c
kTα=
Tα
cLα=
λα+2µα
ρα
cTα=
µαρα
(α=1,2).(4)
Theincidentwaveisassumedtobeaplanewavepropagatinginthepositivex1-direction,eitherwithlongitudinalortransversepolarization.Thedisplacementpotentialsoftheincidentwavearegivenby
Φinc(r)=Φ0exp(ikL1x1),Ψinc(r)=0,(5)
forthelongitudinalwaveincidence,and
Φinc(r)=0,Ψinc(r)=Ψ0exp(ikT1x1),(6)
forthetransversewaveincidence,whereΦ0andΨ0areconstants.Thefollowingformulationappliestothesetwokindsofincidentwavesinaunifiedmanner.Hereafter,thelongitudinalandtransversewavesarealsoreferredtoastheP(compressional)andSV(shearvertical)waves,respectively,accordingtothecommonterminology.
Thedisplacementpotentialsinthematrixareexpressedbythesumoftheincidentandthescatteredfieldsas
NN
Φ(r)=Φinc(r)+Φi,sca(r),Ψ(r)=Ψinc(