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    THEFAILUREOFNOTCHEDCOMPOSITELAMINATESUNDER

    COMPRESSIONUSINGINTEGRATEDMACRO MICROMECHANICSMODEL

    JunghyunAhn andAnthonyMWaas1 2

    CompositeStructures

    Laboratory

    DepartmentofAerospaceEngineering,

    UniversityofMichigan,AnnArbor,MI481092140

    A combined micromechanicsmacromechanics analysis methodology is developed to predict

    damage initiation in compressively loaded symmetric notched multidirectional laminates under

    remoteuniaxial loading.Anovelhybrid localglobalfiniteelementmethod inconjunctionwith the

    finiteelementcommercialcodeABAQUS isusedtoevaluatethegoverningsystemofequations.The

    resultsobtained for thepredictionsarecomparedagainstasetofexperimental resultsforcrossply

    laminates.A failuremechanismbasedunifiedmodel that capturesdamage initiation through fiber

    kinkbanding

    and

    which

    accounts

    for

    stress

    gradient

    effects

    is

    presented.

    I.Introduction

    Laminatedfiberreinforcedpolymermatrixcomposites(PMCs)arefindingincreaseduseinabroad

    range of aerospace industrial applications. More importantly, PMCs are increasingly being used as

    primary loadbearing components notjust as weight saving secondary structures. These applications

    include onepiece fully cocured wing structures, gas turbine composite fan blades, and fuselage

    reinforcementstructures.

    Composite materials are superior to conventional monolithic materials for a number of reasons,

    noteworthyamongstthesebeingtheirmechanicalproperties.AshbyandJones[(1994)]1haveformulated

    performanceindicesthatcanbeusedtoselectamaterialforagivenapplication.PMCappearstobethe

    material of choice for several applications. Topics such as damage tolerance, durability, low/high

    cycle/high fatigue undermultiaxial loads, thermal cycle response and assemblyjoint technologies are

    currently being researched with a view to expanding the confidence levels associated with PMC

    applications.

    ExperiencewithpreviousapplicationsofPMCsforrotorblades inthehelicopter industry,pressure

    vessels, andother similar situations that call for superior tensile stiffness and tensile fatigue lifehave

    shownthesuperiorperformanceofPMCsinatensileenvironment.Incontrast,compressivestrengthof

    PMCsisknowntobelessattractive[MathewsandRawlings,(1994)]2,[WaasandSchultheisz,(1995)]3.

    The response of composite laminates when subjected to mechanical loads is influenced by the

    material type (fiber and matrix) and configuration (stacking sequence, layup). In addition to these

    factors,geometrical

    parameters

    (cut

    out,

    notch,

    thickness

    change,

    etc.)

    and

    loading

    characteristics

    (multiaxial,thermal,cyclicloading,etc)alsoaffecttheoverallperformanceofcompositelaminates.One

    of thechallenging tasks in theanalysisanddesignwithPMCbasedstructural laminates is to improve

    predictivecapability,particularly thedevelopmentofsuitableanalyses tools thatare robustenough to

    1 Researcher, Aerospace Engineering, University of Michigan, Ann Arbor, Copyright 2005 by Junghyun Ahn,published by the American Institute of Aeronautics and Astronautics, Inc; with permission2 Professor of Aerospace Engineering, Associate Fellow, AIAA.

    American Institute of Aeronautics and Astronautics1

    46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Conference8 - 21 April 2005, Austin, Texas

    AIAA 2005-195

    Copyright 2005 by the American Institute of Aeronautics and Astronautics, Inc. All rights reserved.

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    incorporaterealisticgeometric imperfectionsandmanufacturingprocessrelatedmaterial imperfections

    (whichwereferbroadlytoastheimperfectionsignature)andpredictstrengthanddamageinitiationload

    levels.Thisrequiresthatcarefullyconductedexperimentsbecarriedoutsothattheresultscanbeusedto

    guide the development ofphysics basedfailuremodels that canbe incorporated in finite elementbased

    numerical codes. The present paper extends the authors previous work [Ahn and Waas, (2002)]5 on

    failureprediction innotched laminates. In particular,a micromechanicsbased model thatconsistsofa

    regionmodeleddiscretelyaslayersoffibersandmatrixmaterial(themicroregion)iscoupledtoaregion

    thatismodeledasahomogeneousorthotropicelasticcontinuum.Damageisabsentinthelatterregion,

    whichisremotefromthemicroregion.

    Thedevelopmentofthemodelreliesonpreviousexperimentalworkreportedbytheauthors [Ahn

    and Waas, (2002)]5. The procedure established using this model approach is found to provide an

    improvedcapabilityforthepredictionofnotchedstrengthinmultidirectionallaminates.

    II.ModelingofCompressiveResponseofaNotchedMultidirectionalLaminate

    As shown in a companion paper [Ahn and Waas, (2002)]5, when a multidirectional laminate

    containing a circular hole is subjected to remote compressive loads, failure in the form of a micro

    structuralinstabilityisinitiatedinthevicinityofthehole.Forcrossplylaminates,thefailureistriggeredby zerodegreeply instability, characterizedby fiberkinking. For the caseofquasiisotropic laminates,

    whichconsistofzeroand45degreeplies,twotypesoffailuremechanismscompeteagainsteachother.

    Theseare failure initiationdueto fiberinstabilityinthezeropliesandfailure initiatedbymatrixshear

    response,responsible for interface (fiber/matrix)crackingand/orshear failure in the45degreeplies.In

    thepresentpaper,onlycrossply laminatesareconsidered.Thedominant failuremode for this typeof

    laminateshasbeenreportedaszeroplykinkingfailure[AhnandWaas(1999)]6,[Soutisetal.(1991)]12.

    The micromechanicsbased modeling approach used in previous papers, [Ahn and Waas (1999)]6,

    [AhnandWaas,(2004)]15,employedseveralsimplifyingassumptionsaimedatreducingthesizeofthe

    numericalproblem.Inparticular,symmetryconsiderationswereusedtomesharegionthatishalfofthe

    micromodelregionusedinthepresentstudy,ineffecteliminatinganynonsymmetricinstabilitymodes.

    The overall effect of this assumption is to introduce additional stiffening, thus generating larger thanmeasuredfailureinitiationloads.

    Asanintermediatestepintheevolutionaryprocessofdevelopingaunifiedmodelthatspansseveral

    lengthscales, themicroregionwasextended (referred toas the fullmodel) toeithersideof theholeas

    showninFigure1andFigure2.AschematicofthenotchedcrossplylaminatesareshowninFigure1.In

    Figure 1 and Figure 2, the region ABCD shows theboundary of the meshed area that represents the

    microregionwithinwhich the fibersandmatrixaremodeledasdiscrete layers. Thismicroregionwas

    decoupled from the remote areas through an analytical solution that was used to compute the remote

    displacementfield.Thesedisplacementfieldswereusedtoloadthemicroregion,inordertostudyits

    stabilitycharacteristics.Theresultsofthefullmodelwerepresentedinapreviouspaper[AhnandWaas,

    AIAA20041844]15.

    Afullyextendedmodel(microregionembeddedwithinahomogenizedorthotropiclamina,whichwe

    refer to as the extendedmodel) is shown in Figure 3 and is the subject of this paper. In this extended

    model, themicroregion ismodeledasacontinuumwithinwhich the fibersandmatrixaremodeledas

    discrete layers. The region immediately outside the microregion is modeled as a homogenized

    orthotropiclamina.TheLekhnitskiiorthotropicelasticity[Lekhnitskii,(1968)]6solutionforahomogenous

    infinite plate containing a centrally placed cutout and subjected to remote uniaxial loading is used to

    computethedisplacementfieldsalongtheedgesEE1F1F,FG,GHandHE(Figure3)ofthemicroregion.

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    Becausetheentirelaminateismodeledaccordingtoclassicallaminationtheoryintheareasremotefrom

    thehole,theLekhnitskiisolutionprovidestherequiredstrainfieldsfromwhichthedisplacementfields

    along theboundaries EE1F1F, FG, GH and HE (Figure 3) of the microregion are computed. These

    displacementfieldscorrespondtoaunitfarfielduniaxialcompressiveload.Forothermultiaxialloading

    proportionalloadingsituations,asimilarprocedurecanbeadopted.Forthesakeofbrevity,theuniaxial

    loadingcaseisusedtopresentthemethodologyanddemonstrateitsusefulness.

    The failure initiation analysisbased on micromechanics is carried out in a manner similar to that

    described in [Ahn and Waas, (1999)]6. For the FEA analysis, a rectangular mesh containing 16,006

    elements(parabolicplanestrain)and48,533nodes,withtwodegreesoffreedom(uandv)pernodewas

    chosen within the microregion. Convergence of the solutions with respect to microregion size and

    microregionmeshdensitywerebothcheckedbyincrementallyincreasingthemicroregionsizeandmesh

    density until no substantial change in the salient features (and values) associated with the response

    resulted.Thesefeaturesincludedexaminationoftheinplanestressanddisplacementfields.

    AflowchartoftheanalysisprocedureisindicatedinFigure4(a).First,anelasticeigenvalueanalysis

    ofanisolated(decoupledfromtherestoftheplate)microregionmodeliscarriedoutinordertoobtain

    inplaneeigenmodesthatcorrespondtotheentireplatehavingthesamegloballoadcorrespondingtothe

    subsequentresponseanalysis that follows.Theeigenmodeshapeassociatedwith thesmallestnonzeroeigenvalue is used to perturb the FE mesh corresponding to the microregion. Because the eigenmode

    shapes are localized, the outer boundaries of the microregion (ABCD) are unperturbed and they

    smoothly attach to the outer homogenized orthotropic region of the laminate. That is, the interface

    betweenthemicroregion(ABCD)andtheouterhomogeneous(orthotropic)regionismodeledasglued

    contact interface, to avoid excessive mesh transitionby assuming the interface as a contact interface.

    ResponseanalysesarecarriedoutusingthearclengthmethodoptionprovidedinABAQUS.Duringthe

    responseanalysis,theboundariesEE1F1F,FG,GH,andHEaresubjectedtodisplacementfieldsthatare

    computed from theorthotropicelasticitysolution.The tractionload,previouslyappliedalong theedge

    AB in the fullmodel (see [Ahn and Waas, (2004)]15), isno longer necessarybecause the currentmodel

    boundary is extended to the free edge of the hole. Simulations were carried out for a series of

    imperfectionmagnitudes

    for

    ahole

    size

    (0.25R).

    Theeigenmodesprovidetheperturbationshapefortheinitialfibermisalignmentbutnottheabsolute

    magnitudeofperturbation.Thus,theusermustspecifytheimperfectionmagnitude.Inthepresentwork,

    thisisachievedasfollows;asshowninFigure4(b),themaximumamplitude,,ofthelowesteigenmode(which occurs at the free notch edge indicated as pointJ in figure 2) is chosen such that the fiber

    misalignment angle canbe controlled. Since the characteristic half wave length , of the localizedeigenmode shape is known, is chosen such that assumes the intended value. Several simulationscorrespondingtodifferentvaluesofwerecompleted.Ineachcase,themaximumloadassociatedwiththegloballoadproportionalityfactorappliedinproportiontotheinitialdisplacementfieldiscomputed.

    In a typical run, the relation between the applied load and the axial displacement (average axial

    displacement of the microregion along the edge BC) is as shown in Figure 4(a) inset response of

    microregion.The

    load

    rises

    almost

    linearly,

    followed

    by

    awell

    defined

    peak

    load

    and

    subsequent

    snap

    backintheresponse.Thepeakloadcorrespondstotheonsetofinstabilitywhilethesnapbackpartofthe

    response corresponds to the formation of a kinkband (in which the deformation is localized) with

    simultaneous growth and rotation of fibers within the kink band. The farfield applied loads

    correspondingtothepeakloadscanbeplottedasafunctionofimperfectionmagnitude(seeFigure4(a)

    insetextrapolationtoperfectcase),fromwhich,byextrapolation,themaximumappliedremotestress

    correspondingtoperfectlystraightfiberscanbeextracted.Thus,theprocessoutlinednotonlygivesthe

    maximumstrengthofthelaminatecorrespondingtothegiven(ormeasured)fibermisalignment,butalso

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    providesthemaximumattainablestrengthofthelaminate.Thelattercouldbeusedasanupperboundon

    strength,whilethestrengthcorrespondingtoafibermisalignmentof1.5o(say)couldbeusedasthelower

    bound. The amount of fiber misalignment is dependent on the manufacturing imperfection signature.

    Thatis,differentmanufacturingprocessesgiverisetodifferentstatisticsofinitialmisalignment.Oncethe

    imperfectionsignature isknown, thenthevaluesof thatareassociatedwithaspecificmanufacturingprocess canbe extracted during the inspection (using techniques such as ultrasonic methods, xray

    techniquesetc.)phaseofhardware.Forprepregbasedlaminates nominalvaluesintherangeof=0.5020isreasonable.

    Throughouttheanalyses,thefiber(IM7)isassumedtobelinearlyelastic(seeTable1),andthematrix

    (9773 toughened epoxy) property within the laminate (insitu) is evaluated from a +45/45 laminated

    coupontest.Thistestisdescribedinthenextsection.Thus,theinsitunonlinearstressstrainresponseof

    the matrixbehavior is incorporated in the present analysis. The matrix ismodeled as aJ2 incremental

    flowtheorysolidwithisotropichardening,andthisisalsoverifiedthroughmeasurement.

    III.InSituMatrixCharacterization

    To evaluate the material properties of the matrix within the laminate (insitu matrix properties),

    a ( coupon test (Figure5)atroom temperaturewasperformed following theprocedureofASTMD351876[ASTMStandard,(1982)]

    )45 ns8. Theelasticpropertiesofthelaminaandthecompleteshearstress

    shearstrainbehaviorofanIM7/9773intheprincipalmaterialcoordinatesystemwereobtainedfromthis

    test.Theprocedureusedtogeneratethedataconsistsofsubjectinga ( )45ns

    angleplylaminatetouniaxial

    compression and measuring the laminate strains and yyxx and the applied remote stress on the

    laminate.Notethat,forthistest, xy xx yy = .ThedatashowninFigure6fromthistestcanbeusedto

    extract the complete nonlinear shear stress shear strain response of the insitu matrix (9773) as

    discussedbelow.Beginbyassuming thatthe9773matrixmaterialcanbemodeledasanelasticplastic

    solidobeyingthesmallstrainJ2flowtheoryofplasticity[Lubliner,(1998)]9.Then,fromtheelastic(linear)

    portionof thecurve inFigure6, the inplane lamina shear modulus is firstobtained. In the lamina

    principalcoordinates,onehas,

    12G

    11 22

    12 12

    2

    2

    xx yy

    xx yy

    += =

    = = (1)

    and

    11

    22

    12

    2

    2

    2

    xx

    xx

    xx

    =

    =

    =

    (2)

    Thus,using(1)and(2)aboveandthedefinitionsofequivalentstress, andequivalentplasticstrain

    increment, [Lubliner,(1998)]pd 9,thedatainFigure7canbeusedtoconstructaplotof against .p

    According to theJ2 flow theory of plasticity with a MisesHenky yield condition, the ratio of the

    increment of each plastic strain component to its corresponding deviatoric stress component remains

    constant[Lubliner,(1998)]9,

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    p

    ij

    ij

    dd

    = (3)

    ( )12Using (3),and therelationbetween and , thenonlinearportionof theshearstressp

    d shear

    strain ( )12 responsecurveforasinglelaminacanbeextracted.Thecurve thusobtained forIM7/9773

    system

    is

    shown

    in

    Figure

    8.

    The

    instantaneous

    slope

    of

    the

    curve

    in

    Figure

    8

    is

    the

    tangent

    shear

    modulusofthelamina, ( )12 12T

    G ,whiletheratioofshearstresstoshearstrainisthesecantshearmodulus.

    TheapproximateHalpinTsairelations[DanielandIshai,(1994)]10areusedtoextractthevariationofthe

    insitumatrixshearmodulus ( )12S

    mG ,

    1

    2 2

    12

    2

    12

    2

    12 2

    1

    1

    fS S

    m

    f

    f m

    f m

    vG G

    v

    G G

    G G

    +

    =

    =+

    (4)

    with for random packing of fibers. With2

    1 = ( )12SmG so obtained, the insitu matrix shear stress

    shearstraincurveisasshowninFigure9.Inasimilarmanner,theinsituuniaxialstressstraincurvein

    compressionforthematrixisalsoobtained(Figure10).Thisuniaxialresponsecurvewasdiscretizedand

    used in the input data file to represent the matrix material in the microregion for the micromechanics

    basedfiniteelementanalysiscarriedoutusingABAQUS.

    IV.FEAResultsandDiscussion

    A typical load responsebehavior of a microregion within a cross ply laminate model is shown in

    Figure11andaseriesofdeformed plotsof the microregionshowing the initiationandpropagationof

    damageintheformofkinkbandingisasshowninFigure12,foraspecimenwithaholesize0.25inch

    radius,withafibermisalignmentof=0.87.

    The

    microregion

    response

    follows

    a

    linear

    path

    up

    to

    pointc

    .

    Although

    local

    matrix

    yielding

    (in

    areasofthemicroregionnearthecutout)isindicatedpriortotheattainmentofpointd,thetotalintegrity

    of this region is not affected much from the matrix yieldingbecause, (1) the area of yielding is small

    compared to theoverallsizeof themicroregionand (2) the fiberrotationsaresmallup to thepointof

    maximum load (pointe). The sudden load drop is defined as the failure initiation point (the

    correspondingload,therefore,isthefailureinitiationload). Asloadingincreases,thefibersintheareas

    wherethematrixhasbecomesofterstarttorotate,resultinginadropoftheresultantforce.Oncethe

    loaddropinitiates(characterizedbyhighlocalizeddeformationattheholecenter),thebandoflocalized

    deformation continues to propagate into the unkinked material until it reaches the outer micromodel

    boundary.

    Simulations corresponding to several different fiber misalignment angles were carried out and the

    resultsfor

    maximum

    load

    so

    obtained

    were

    plotted

    against

    imperfection

    amplitude

    in

    order

    to

    determine

    theupperboundstrengthcorrespondingtoperfectlystraightfibers(Figure13).

    Anotherfailuremechanismobservedwithlaminatesthatincludeadominantnumberofoffaxisplies

    was matrix shearing eventually leading to fiber/matrix interface fracture. An analysis that includes

    incorporationofcohesivezonemodelsmuchinthespiritof[SongandWaas(1995)]11,isrelegatedtothe

    future. For now, we observe the good agreement between the farfield load corresponding to the

    maximumloadpredictionandtheexperimentallymeasuredfailureloadsforkinkbandingasshownin

    Figure13,especiallyforthecaseofsmallimperfection(=0.45o)andaholesizeof0.25inchradius.The

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    9. LublinerJacob,PlasticityTheory,Text,PrenticeHall,1998.

    10. Daniel, Isaac M. and Ori Ishai, EngineeringMechanics of CompositeMaterials, Oxford University

    Press,NewYork,1994.

    11. Song,S.J.andWaas,A.M.,AnEnergyMethodbasedModelforMixedModelFailureofLaminated

    Composites,AIAAJournal,vol.33,No.4,pg.739745,1995.

    12. Soutis,C., Fleck, N. and Smith, F.,Failure Prediction Technique for CompressionLoadedCarbon

    FiberEpoxyLaminatewithanOpenHole,J.CompositeMaterials,25,pg.1476 1498,1991

    13. Starnes,J.andWilliams,J.G.(1982),FailurecharacteristicsofGraphite/Epoxystructuralcomponents

    loadedincompression,NASATM84552.

    14. Khamseh A. and Waas A., Failure Mechanisms of Composite Plates with a Circular Hole under

    remoteBiaxialPlanarCompressiveLoads,ASMEJ.MaterialsandTechnology,vol.119,pg.5664,1997

    15. Ahn,Junghyun and Waas, A.M., Stress Gradient Effects on Notched Composite Failure using a

    LocalGlobalApproach,45thAIAAASMESDMConferenceAIAA20041844

    VII.TablesandFigures

    MaterialE11

    (Msi)

    E22

    (Msi)

    G12

    (Msi)

    Thicknes

    s(in)12

    IM7/9773

    Epoxy23.5 1.21 0.72 0.30 0.0052

    2.756E

    04IM7Fiber 42 0.25

    9773

    Epoxy

    2.444E

    040.7 0.34

    Table1Zeroplymaterialpropertiesofthe48plygraphite/977 3epoxycomposites

    Hole Radius (in) 0.0625 0.125 0.25

    Max. Load (noimperfection) 163 123 75

    (ksi)

    Max. Load (1.5 degimperfection)

    Table2AnalysesResultsusingFullModel(fromAhnandWaas,200415)

    (ksi)78 63

    44 (matchingtest result)

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    x

    yz Multi-Ply

    Uni-Ply

    x

    y

    z

    x

    yz Multi-Ply

    Uni-Ply

    x

    y

    z

    x

    y

    z

    y

    z

    Micro-Region

    Figure 1. Problem configuration for Crossp ly Laminates

    B

    CD

    J

    Figure 2. Full Model

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    E1 F1E

    H G

    F

    CD

    A BJ

    Figure 3. Extended Model

    Eigenvalue Analysis(Model Perturbation)

    Static Analysis(Force Field)

    A

    D C

    B

    X

    Y

    Nonlinear Response Analysis

    Response of Microregion

    0.125R

    0

    5

    10

    15

    20

    25

    30

    35

    40

    0 .0 E +0 0 1 .0 E+ 04 2 .0 E+ 04 3 .0 E +0 4 4 .0 E+ 04 5 .0 E+ 04 6 .0 E +0 4 7 .0 E+ 04 8 .0 E+ 04 9 .0 E +0 4

    Far Field Load (LB)

    LocalRF1(LB)

    5E-5

    7.5E-5

    10E-4

    Extrapolation to Perfect Case

    Extrapolation (0.25R)

    y = -241.19x3 + 4509.7x2 - 26153x + 74550

    R2 = 1

    0.0E+00

    1.0E+04

    2.0E+04

    3.0E+04

    4.0E+04

    5.0E+04

    6.0E+04

    7.0E+04

    8.0E+04

    9.0E+04

    0.0E+00 5.0E-01 1.0E+00 1.5E+00 2.0E+00 2.5E+00 3.0E+00 3.5E+00

    Fiber Angle (deg)

    P(LBF)

    Figure 4(a)Imperfection Sensitivit y Analysis Procedure

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    D C

    A B

    EigenvalueAnalysis

    CL

    ( )1tan =

    EigenvalueAnalysis

    CL

    ( )1tan =

    Figure 4(b)Details of initial imperfection

    Figure 5. +45/-45 coupon test of a specimentaken from the cross p ly laminates

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    Figure6.+45/45compressionexperimentresult.

    Equivalentstressvs.equivalentplasticstrain.

    Figure 7. Equivalent stress vs. equivalentplastic st rain (room temperature).

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    Figure 8 Shear Stress,12

    vs. Shear Strain,12

    curve for IM7 / 977-3 based on J2 Flow Theory ofPlasticity and the data in Figure 7.

    In-Situ Matrix Shear Response

    0

    2500

    5000

    7500

    10000

    12500

    15000

    0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09

    Shear Strain

    ShearStress

    (psi)

    Figure 9. The in-situ Shear Stress vs.Shear Strain response of the matrix.

    In-Situ Matrix Axial Response

    0

    5000

    10000

    15000

    20000

    25000

    0 0.01 0.02 0.03 0.04 0.05

    Strain

    Stress

    (psi)

    Figure 10. The in-situ uniaxial stress vs.uniaxial strain response of the matrix.

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    Load vs. Deflection

    0

    5000

    10000

    15000

    20000

    25000

    30000

    35000

    0.0E+00 5.0E-05 1.0E-04 1.5E-04 2.0E-04 2.5E-04 3.0E-04 3.5E-04 4.0E-04

    Disp (in)

    FarFieldL

    oad(lbf)

    e

    cd

    Figure 11. Typical Response Curve of the microregion (0.25R)

    c

    Limit Load

    Max. Load ~ 39 ksi

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