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    Applied Composite Materials

    Low-velocity impact-induced delamination detection by use of the S0 guided wavemode in cross-ply composite plates: a numerical study

    --Manuscript Draft--

    Manuscript Number:

    Full Title: Low-velocity impact-induced delamination detection by use of the S0 guided wave

    mode in cross-ply composite plates: a numerical studyArticle Type: Original Research

    Keywords: Fiber-reinforced plastic composites . Guided waves . Asymmetric delamination . Finiteelement method . Material damping

    Corresponding Author: khazar hayatHanyang University

    Ansan-si, Gyeonggi-do KOREA, REPUBLIC OF

    Corresponding Author SecondaryInformation:

    Corresponding Author s Institution: Hanyang University

    Corresponding Author s SecondaryInstitution:

    First Author: khazar hayat

    First Author Secondary Information:

    Order of Authors: khazar hayat

    Sung Kyu Ha, PhD

    Order of Authors Secondary Information:

    Abstract: Finite element method based numerical simulations are performed to identify low-velocity impact-induced asymmetrically-located delamination in the [0/903]S and[0/90]2S composite plates, respectively, using a fundamental symmetric guided wavemode (S0). The wave attenuation effect due to the viscoelasticity of the compositematerial is modeled by calculating the Lamb wave attenuation constants and using theRayleigh proportional damp-ing model. The estimated sizes and locations of thedelamination in both plates were in good agreement with the experimentalmeasurements. Moreover, the analysis of wave structure of the impacted plates showsthat when the S0 mode propagates through the damaged region, the delaminationmouth opens up due to the presence of standing waves, which are generated as aconsequence of multiple reflections of trapped waves with the delaminationboundaries.

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    Low-velocity impact-induced delamination detection by

    use of the S 0 guided wave mode in cross-ply composite

    plates: a numerical studyK. Hayat . S. K. Ha

    Department of Mechanical Engineering, Hanyang University #1271, Sa1-dong, Ansan, Kyunggi-do, 425-791South Korea

    e-mail: [email protected], [email protected]

    Tel.: +82-31-400-4066, Fax.: +82-407-1034

    Abstract Finite element method based numerical simulations are performed to identify low-

    velocity impact-induced asymmetrically-located delamination in the [0/90 3]S and [0/90] 2S

    composite plates, respectively, using a fundamental symmetric guided wave mode (S 0). The

    wave attenuation effect due to the viscoelasticity of the composite material is modeled by

    calculating the Lamb wave attenuation constants and using the Rayleigh proportional damp-

    ing model. The estimated sizes and locations of the delamination in both plates were in good

    agreement with the experimental measurements. Moreover, the analysis of wave structure of

    the impacted plates shows that when the S 0 mode propagates through the damaged region, the

    delamination mouth opens up due to the presence of standing waves, which are generated as a

    consequence of multiple reflections of trapped waves with the delamination boundaries.

    Keywords Fiber-reinforced plastic composite, guided waves, delamination, finite element

    method.

    Introduction

    Due to their high specific strength, low density, and corrosion resistant properties, fiber-

    reinforced plastic (FRP) composite materials are considered to be promising structural mate-

    rials. However, it is also well known that these composite materials are prone to damage

    caused by accidental impact during manufacturing, assembly, handling, and transportation

    because of their low transverse strength. Depending on the impact velocity, the damage can

    be in the form of compressive strength reduction, matrix cracking, fiber breakage or delami-

    nuscriptck here to download Manuscript: L ow-velocity impact-induced delamination cetection by use of the S0 guided wave mode in cross-k here to view linked References

    mailto:[email protected]:[email protected]://www.editorialmanager.com/acma/viewRCResults.aspx?pdf=1&docID=2647&rev=0&fileID=26492&msid={364518E2-D09C-422F-B6B6-9F7FF51D953D}http://www.editorialmanager.com/acma/download.aspx?id=26492&guid=29aff0aa-bc05-46ca-be4c-a82d98286f7e&scheme=1http://www.editorialmanager.com/acma/viewRCResults.aspx?pdf=1&docID=2647&rev=0&fileID=26492&msid={364518E2-D09C-422F-B6B6-9F7FF51D953D}http://www.editorialmanager.com/acma/viewRCResults.aspx?pdf=1&docID=2647&rev=0&fileID=26492&msid={364518E2-D09C-422F-B6B6-9F7FF51D953D}http://www.editorialmanager.com/acma/download.aspx?id=26492&guid=29aff0aa-bc05-46ca-be4c-a82d98286f7e&scheme=1mailto:[email protected]
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    nation. High velocity impact damage is visible and can be identified by visual inspection.

    However, low velocity impact damage, which often manifests as delamination, has a high

    rate of occurrence and appears in a subsurface. Contrary to symmetric delamination occurring

    near the mid-plane of a composite plate, asymmetric delamination, which is near the plate

    surface, is particularly dangerous because it can easily cause buckling under compressive

    loads. Moreover, asymmetrical delamination is hard to identify using conventional ultrasonic

    normal-incidence pulse-echo techniques because of its location near the structure surface.

    Several non-destructive inspection (NDI) techniques such as X-ray or ultrasonic C-scan

    are available to identify low-velocity impact-induced delamination in a plate-like composite

    structure; however, the inspection process is tedious, costly, and time consuming in large

    structures such as composite wind turbine blades. NDI methods based on guided waves have

    the potential for long-range inspection of the composite structures. Guided waves are known

    to travel long distances, covering large cross-sectional areas of a structure, and to provide in-

    formation regarding its integrity. The wave features change as the propagating waves interact

    with the defects and geometrical attributes of the structure.

    Researchers have used fundamental symmetric (S 0) and anti-symmetric (A 0) guided

    wave modes, and the changes in the wave features (e.g., time of flight (TOF) and wave am-

    plitude attenuation to determine the size and location of the damages in the composite plates

    [1-11] . Guo and Cawley successfully used the reflection of the S 0 mode to locate the delami-

    nation in the cross-ply composite laminates and observed that the amplitude of the S 0 mode

    reflection from a delamination is strongly dependent on the delamination location across the

    thickness of the laminate [1] . For delamination located symmetrically across the thickness, no

    reflection was observed because of the zero shear stress at that delamination interface. Tan et

    al. [2] showed S 0 mode amplitude reduction during scanning over delamination for the unidi-

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    rectional carbon composite plate. The amplitude attenuation occurs mainly due to the local

    stiffness reduction at the damaged region. A quick inspection technique for carbon composite

    plates using S 0 mode was presented by Toyama et al. [3] . The proposed damage detection

    technique is based on the changes in the wave velocity and the amplitude over the delamina-

    tion region. A similar study was also reported for glass composite plates [4] . The time-of-

    flight (TOF) and the reflection coefficients of the A 0 and S 0 modes in the pulse-echo configu-

    ration were used by Hu et al. [5,6] for delamination detection of the composite laminates. It

    was found that the A 0 mode is more effective than the S 0 mode for short length delamination

    located near the mid-plane of the laminates. Ramdas et al. studied the interaction of the A 0

    mode with symmetric and asymmetric delamination in the composite plates and proposed a

    methodology to detect the size of delamination without requiring a base-line signal from

    healthy laminates [10,9,11] .

    Apart from these experiments, the researchers have also used numerical simulations to

    study the propagation of the guided waves and their interaction with the defects in the com-

    posite structures. Hayashi et al. [12] studied multiple reflection at the delamination edges

    for the cross-ply laminates using a strip element method (SEM). The investigation of the in-

    fluence of the delamination size and location on the wave propagation in a cantilever multi-

    layer beam using the spectral finite element method (SFEM) was reported in [13] . Studies

    of the interaction of the A0 mode with delamination and associated mode conversion using

    the finite element method (FEM) have been presented in [10,9,11] .

    One of the main difficulties involved in simulations of guided wave propagation in fiber

    reinforced composites is the modeling of the wave attenuation caused by the material s vis-

    coelastic nature. Many authors [5,4,8,10,9,11,6 ,13-15 ,12 ,16,17 ,1] have performed numerical

    work either to compare numerical predictions with experimental findings, and/or to investi-

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    gate the guided wave propagation in plate type structures, but without modeling the material

    damping effect, which is a major source of attenuation of the propagating waves in the com-

    posite media. For metallic structures, the material damping effect is small and can be neglect-

    ed; however, it becomes significant for the FRP composite materials [18] and should be in-

    cluded in simulations. For effective implementation of the NDI technique, numerical simula-

    tions with material damping incorporated can better assist understanding of the propagation

    of guided waves. Therefore, in the present work, the FEM simulations with material damping

    incorporated are carried out to detect and size the low-velocity impact-induced asymmetrical

    delamination in the [0/90] 3S and [0/90 2]S composite plates, respectively, using the propagat-

    ing S 0 mode. Moreover, the complex interaction of the S 0 mode with the delamination is also

    investigated.

    This paper begins with a brief discussion of the numerical simulation of the wave propaga-

    tion problem, followed by study of the S 0 mode propagation in an isotropic aluminum plate to

    verify the FEM approach. Numerical simulations of guided wave propagation in the intact

    and impacted cross-ply composite plates are then carried out. This section also includes in-

    formation regarding the calculation of Lamb wave attenuation constants (LACs), which are

    used together with the Rayleigh proportional damping model to implement the material

    damping effect. In the results and discussion sect ion, a comparison of the results from simula-

    tions (with and without material damping incorporated) and from experiments is presented,

    followed by estimation of the delamination size and its front-end location. At the end of this

    section, the delamination response to the passing S 0 mode and the delamination mouth-

    opening phenomenon due to the presence of standing waves is described. Finally, the conclu-

    sions and future work are presented.

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    Numerical Simulation of Guided Wave Propagation

    Guided waves require structural boundaries for their propagation. There are two distinct

    families of guided wave modes in plate-like structures: symmetric (S n) and anti-symmetric

    (An), where n denotes the wave mode order. Due to their frequency dependence nature during

    propagation, the dispersion curves are drawn showing the relationship between the wave

    mode group velocities (Cg) and the product of the frequency and plate thickness ( fd ). At the

    lower values of fd (< 1 MHz-mm), only the fundamental symmetric S 0 and anti-symmetric A 0

    modes exist, with the S 0 mode being relatively less dispersive and having high group velocity

    than the A 0 mode [5,3 ,18] . More detailed explanation of guided wave propagation theory and

    dispersion curve plots for plate-like structures can be found in Ref. [18] .

    The guided wave propagation in a structure depends on the excited wave mode and its ex-

    citation frequency. In this numerical study, the fundamental S 0 mode is selected to identify

    the asymmetrical delamination in the [0/90 3]S and [0/90] 2S composite plates, respectively.

    The excitation frequency of the S 0 mode is 0.3 MHz. The motivation behind the selected

    mode, excitation frequency, and cross-ply composite plates, is the experimental results re-

    ported by Toyma et al. describing low velocity impact-induced delamination detection in

    cross-ply composite plates (i.e. [0/90 3]S and [0/90] 2S) using the S 0 mode excited at 0.3 MHz

    [3] . Another reason is to compare the numerical results with the experimental measurements

    and then further use the FE model to investigate the propogating S 0 mode interaction with the

    delamination.

    In order to invoke the S 0 mode in the plates, a sinusoidal excitation signal s(t) of five cy-

    cles with a central frequency of 0.3 MHz enclosed by the Hamming window is used. The ex-

    citation signal s(t) can be described by

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    sin(2 )[0.54 0.46cos(2 / )] /( )

    0 /

    ft ft N t N f s t

    t N f

    (1)

    where f (in Hz) is the central excitation frequency, and N is the number of cycles within the

    excitation signal.

    For modeling the guided wave propagation in an elastic medium, the spatial and temporal

    resolution of the finite element domain becomes critical for the convergence and accuracy of

    the numerical results. For proper spatial resolution, the finite element size should be l e min

    /20, where min is the minimum wavelength of the propagating guided wave mode, estimated

    from min = C L / f max , where C L is the bulk longitudinal wave speed in the propagating medium.

    For temporal resolution, the time step size should be t min( l e /C L, 1/(20 f max)) , where f max is

    the highest frequency of interest, as recommended in Refs. [19,16] . The numerical simula-

    tions are performed using a commercial finite element package ABAQUS EXPLICIT for

    modeling the propagation of the S 0 mode excited at 0.3 MHz. In this paper, for all the simula-

    tion cases, the finite element size of the discretized domain was 0.134 mm in the direction of

    wave propagation, and 0.5 mm in the transverse direction of wave propagation, and the time

    step size used was 110 -8 sec, which satisfies both the spatial and temporal resolution re-

    quirements.

    Modeling of the Guided Wave Propagation in an AluminumPlate

    To validate the finite element modeling approach for the guided wave propagation prob-

    lem, a numerical study is first performed for the S 0 mode travelling in an isotropic plate. An

    aluminum plate (Al 6061-T6), under plane strain conditions ( z = 0), having length L = 500

    mm and thickness d = 2 mm was modeled. The material properties used were Youngs mod u-

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    lus E = 70.7 GPa, Poissons rati o = 0.3, and the bulk longitudinal wave speed at C L = 6313

    m/sec. The excitation signal s(t) , described by Eq. (1), was applied in terms of an arbitrary

    nodal displacement in region r of the plate (representing the transmitter position). The result-

    ant propagating S 0 mode is observed at the nodal position A (at a distance of 90 mm) and

    nodal position B (at a distance of 300 mm) away from the transmitter region, as shown in Fig.

    1.

    The wave structure of the aluminum plate is then analyzed by measuring the in-plane and

    out-of-plane nodal displacements ( u and w, respectively) across the plate thickness at section

    B- B at a distance of 300 mm from the excitation region. Fig. 1(d) shows that the S 0 mode

    cannot be simply considered as a pure in-plane vibration mode; rather, it is a combination of

    both u and w that varies across the plate thickness. Furthermore, the normalized magnitude of

    u is relatively higher than that of w for an fd value of 0.6 MHz-mm. This observation is gen-

    erally true for low values of fd (< 1 MHz-mm) and is consistent with findings described in

    Ref. [18] .

    The both in-plane and out-of-plane nodal displacements can be used to represent the prop-

    agating S 0 mode. However, in-plane nodal displacement, due to its relatively higher magni-

    tude, is selected for estimation of the S 0 mode velocity. As illustrated in Fig. 1(c), the wave

    form of the S 0 mode observed at nodal positions A and B remains nearly unchanged, which

    represents its low dispersion characteristic. The S 0 mode velocity is calculated by dividing the

    travelled distance X AB = 210 mm by the difference in arrival times of the first peak of the S 0

    mode arriving at the nodal positions A and B. The calculated group velocity is 5398 m/sec,

    comparable to the group velocity of 5363 m/sec estimated from the plotted dispersion curve

    for the aluminum plate, shown in Fig. 1(b). This result confirms that the given excitation sig-

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    nal s(t) , applied as an arbitrary in-plane displacement, invokes the S 0 mode, and the observed

    propagating mode is, indeed, the S 0 mode.

    Fig. 1 (a) S0 mode excitation in an aluminum plate, (b) dispersion curve plot, (c) the measurement of S 0 mode

    velocity, and (d) In-plane u and out-of-plane w displacements across plate thickness

    Modeling of the Guided Wave Propagation in the Cross-ply

    Composite Plates

    Composite material attenuation

    Guided waves attenuation is caused by the geometry and material damping of the elastic

    media. For the geometric attenuation, no energy dissipates, and it occurs when a propagating

    wave mode interacts with the geometrical attributes of a damage region and/or the end

    boundary of a plate. However, the material attenuation is associated with the wave energy

    dissipation, and is inherently present in all structures. In the composites, the material attenua-

    tion causes a significant reduction in the guided wave amplitude and becomes no longer neg-

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    ligible [18] . It is strongly dependent on factors such as the viscoelastic behavior of the matrix,

    the properties of the constituent layers, the fiber direction and the stacking sequence. The ef-

    fect of the material attenuation can be incorporated into the simulations by using the Rayleigh

    proportional damping model available in ABAQUS [20] :

    c m k (2)

    Eq. (2) shows that the material damping coefficient c can be described by a linear combina-

    tion of the mass m and the stiffness k along with the relevant mass and stiffness proportionali-

    ty constants ( and , respectively). For modeling the material attenuation effect caused by

    the viscoelastic behavior of the composites, both and should be known. Ramadas et al. [7]

    showed that these proportionality constants can be expressed in terms of the attenuation coef-

    ficient, group velocity, and the central excitation frequency. It is called the Lamb wave A t-

    tenuation Constants (LACS) and is described below:

    2w w w2 ; /i g k C (3)

    where C g is the group velocity of the propagating mode, is the angular frequency of excita-

    tion, and k i is the viscoelastic material attenuation coefficient.

    The propagating mode group velocity in a composite plate can be determined if the ply-level

    properties, the stacking sequence, and direction of the Lamb wave is known. The value of k i

    is evaluated from the experiment using the following relation [7] :

    1 2 1 2/ exp( ( ))i A A k x x (4)

    where A1 and A2 are the amplitudes of the propagating wave mode observed at positions x1

    and x2, respectively.

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    FEM Simulations of Guided Wave Propagation in the Cross-ply Composite

    Plate

    In this work, we simulated the experimental results describing the delamination detection

    caused by low-velocity impact using the S 0 mode excited at 0.3 MHz in the [0/90 3]S and

    [0/90] 2S carbon fiber-reinforced ( T800H/3631) composite plates (each 300 mm 15 mm

    1.072 mm) as reported by Toyama et al. [3] . The detected delaminations were of elliptical

    form (i.e. 45mm 28 mm for the [0/90 3]S plate and 60 mm 12 mm for the [0/90] 2S plate,

    respectively) with their major axis oriented along the 0 o fiber direction, for more detail see

    [3] .

    To avoid the high computational cost associated with modeling of the entire plate domain,

    a volume of 300 mm 15 mm 1.072 mm was modeled with 3-dimensional solid finite ele-

    ments, and the appropriate boundary conditions were applied. The element type used was

    CP3D8R, which is an 8-node, linear brick element with reduced-integration and hour-glass

    control, available in ABAQUS [20] . The FE models used for analysis of the S 0 mode propa-

    gation in the cross-ply composite plates, before and after impact, are shown in Fig. 2(a-b). It

    should be noted that the propagation direction of the S 0 mode is along the 0 o fiber direction of

    the [0/90 3]S and [0/90] 2S plates .

    It is well-known that a low-velocity impact causes a major delamination at the lowest ply

    interface away from the impact side, and such a delamination has an elliptical form with its

    major axis oriented along the fiber direction as analytically and experimentally reported in

    Refs. [21-26] . Therefore, the delamination in each plate is modeled only at the lowest ply-

    interface, and damage at the other interfaces is ignored. Using symmetry conditions, the size

    (ab/2 ) of the modeled delamination is 45 mm 14 mm for the [0/90 3]S plate and 60 mm 6

    mm for the [0/90] 2S plate, respectively. The center of the delamination is positioned at the

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    distance X= 130 mm, which is consistent with the experiment described in Ref. [3] . The de-

    lamination is modeled by de-merging the local nodes in the delaminated region (i.e., generat-

    ing zero-volume delamination). The inner mating surfaces at the delamination were defined

    with a hard contact pressure over-closure relationship using the default master-slave algo-

    rithm in ABAQUS [20] . The FE model of the impacted plates having elliptical delamination

    is shown in Fig. 2(b).

    Fig. 2 FE model for S 0 mode propagation in (a) the intact and (b) the impacted cross-ply composite plates, re-

    spectively

    In order to excite the required S0 mode, a sinusoidal signal s(t) , described by Eq. (1), is ap-

    plied at region r , in terms of arbitrary in-plane nodal displacement. The length of the excita-

    tion region r is 25 mm, approximately the size of the piezoelectric element of the Panametric

    V414-SB angle beam transducer used in the experiment [3] . The propagating S 0 mode is then

    observed in the form of the in-plane displacements u at 21 nodes, each 10 mm apart, covering

    the plate inspection length of 210 mm in the x-direction.

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    Free boundary conditions are imposed for sides FG,EH and v(y) = x = z = 0 for sides EF ,

    GH , where v(y) is the nodal displacement in the y-direction and x and z are the rotational

    degrees of freedom about the x and z-axes, respectively. The mechanical properties of a uni-

    directional T800H/3631 ply are used, with the longitudinal modulus E 1= 157.6 GPa, trans-

    verse modulus E 2 = 8.67 GPa, shear modulus G12 = 3.83 GPa, Poissons ratio v = 0.38, ply

    thickness t ply = 0.134 mm and density = 1571 Kg/m3 [3] .

    For modeling the material damping effect of [0/90 3]S and [0/90 2]S plates, the LACs values

    are need. These can be expressed in terms of the central excitation frequency f , S 0 mode

    group velocity C g and the viscoelastic material attenuation coefficient k i. The value of cen-

    tral frequency is 0.3 MHz. The C g values are estimated from the dispersion curves of the

    propagating S o mode through the composite plates, and are 5424 m/sec for the [0/90 3]s plate

    and 7304 m/sec for [0/90 2]S plate, respectively (see Fig. 8). The k i values are determined us-

    ing Eq. (4), and the experimental results are shown in Fig. 3.

    Fig. 3 The normalized amplitude of the propagating S 0 mode measured during experiment for the intact [0/90 3]S

    and [0/90] 2S plates [3]

    The estimated k i value is 5.25 Nepers per meter (Np/m) for the [0/90 3]S plate and 3.17 Np/m

    for the [0/90] 2S plate. Using Eqs. (3) and (4), the calculated LAC values ( w /2, w/2), which

    are used as inputs to the Rayleigh proportional damping model, are (28,471 rad/s and 8.01e-9

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    s/rad) for the [0/90 3]S plate and (23,183 rad/s and 6.53e-9 s/rad) for the [0/90] 2S plate, re-

    spectively.

    Results and discussion

    Effects of composite material attenuation

    During the simulation, the first peak arrival time and the maximum amplitude of the

    propagating S 0 waveform in the cross-ply composite plates are observed. Fig. 4 (a-b) illus-

    trates the waveform of the S 0 mode travelling through the intact [0/90 3]S and [0/90] 2S plates,

    respectively, observed at a distance of 150 mm away from the excitation region. The dash-dot

    line describes the case without material damping, and the solid line describes a case with ma-

    terial damping incorporated. It can be clearly seen that a significant reduction in the maxi-

    mum amplitude of the waveform (approx. 61% for [0/90 3]S plate and approx. 37% for

    [0/90] 2S plate, respectively, at a distance of 150 mm away from excitation region) occurs for

    the damping case. However, the first peak arrival time of the waveform remains unchanged.

    Fig. 4 Effect of material damping on the S 0 mode amplitude for the intact: (a) [0/90 3]S plate, (b) [0/90] 2S plate,

    respectively

    The distribution of the normalized maximum amplitude of the S 0 mode observed from simu-

    lation (with and without material damping) and those experimentally measured for the intact

    plates (i.e. [0/90 3]S and [0/90] 2S ) is shown in Fig. 5(a-b). The normalized maximum ampli-

    tude of the propagating waveform along the inspection length of the plate decreases gradually

    as the distance from the excitation region increases. Since the wave attenuation is strongly

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    dependent on the directional stiffness properties of the plate, the wave attenuation rate ob-

    served in the [0/90 3]S plate is higher than that of the [0/90] 2S plate. It can be seen that the

    simulation results without material damping incorporated significantly deviate from the ex-

    perimental measurements. However, when the material damping effect is included, good

    agreement is found between the simulation and the experiment results for both the plates.

    Since the material damping causes a considerable amplitude reduction for composites, simu-

    lation of the NDI technique using the change in the amplitude of the propagating mode to

    identify the delamination should include the material damping effect.

    Fig. 5 Normalized maximum amplitude of the S0 mode observed from simulation and measured from experi-

    ment for the intact plates: (a) [0/90 3]S and (b) [0/90] 2S , respectively

    Velocity increment at delamination

    To study the effect of delamination on the propagating S 0 mode, the waveform signal

    is observed at a distance of 170 mm and 210 mm away from the excitation region along the

    plate length, as illustrated in the schematic of Fig. 6(a). For the intact [0/90 3]S plate, the S 0

    waveform observed at a distance of 170 mm, is well maintained, see Fig. 6(b). However, for

    the impacted [0/90 3]S plate the S 0 waveform at a distance of 170 mm is no longer preserved;

    see Fig. 6(c). The observed waveform is well-attenuated due to the local stiffness reduction

    caused by the presence of asymmetrical delamination. It consists of two wave packets. The

    leading wave packet shows the transmitted S 0 signal through the delaminated 0 o layer (i.e.,

    the region below the delamination) that arrives earlier due to the velocity increase. The cause

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    of the velocity increase at the delaminated 0 o layer is its high fiber direction stiffness as com-

    pared to the rest of plate (i.e. the region above the delamination). The following wave packet

    corresponds to the transmitted signal through the region above the delamination. Both wave

    packets begin to comingle with the passage of time at a distance away from the delamination,

    as shown in Fig. 6(c). Similar waveform responses are also observed for the S 0 mode propa-

    gating in the intact and impacted [0/90 2]S plate, but are not described here for brevity .

    Fig. 6 (a) The schematic of observed propagating S 0 mode waveform in the composite plate; The waveform

    results for the [0/90 3]S plate (b) the intact case observed at 170 mm, and (c-d) for impacted case at observed 170

    mm and 210 mm away from the excited region, respectively

    Estimation of the delamination length and location

    The velocity increase at the delamination region causes a decrease in the arrival time of the

    S0 mode for the impacted plate, and provides information regarding the length of the delami-

    nation present in that plate, which can be calculated from the following relation [3] :

    0 0/ ( )i ia V V V V t (5)

    where t is the difference in the arrival times of the first peak of the S 0 waveform propagating

    in the intact and impacted plates, and V 0 and V i are the S 0 mode wave velocities in the delam-

    inated 0 o layer and the intact plate, respectively.

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    The S 0 mode wave velocities for the delaminated 0 o layer, intact [0/90 3]S and [0/90] 2S

    plates are determined in order to establish the baseline data. For each plate, the arrival times

    of the first peak of the transmitted waveform are determined at the nodes 30-150 mm away

    from the transmitter in steps of 30 mm. The wave velocities are calculated from dividing the

    travelled distances of the S 0 mode by the relevant time durations. The average estimated value

    is then taken as the S 0 mode velocity in the relevant plate. The propagating wave velocities of

    the intact plates corresponding to an fd value of 0.3 MHz-mm are also determined from the

    dispersion curves shown in Fig. 7. There is a good agreement between the S 0 mode velocity

    observed from FE simulations, the plotted dispersion curves, and the experiment, as shown in

    Table 1.

    Table 1 Measurement of the S 0 mode velocity for the intact T800H/3631 cross-ply plates

    Plate type

    Wave velocity (m/sec) observed from

    FEM simulation dispersion curves plots Experiment [21]

    0o layer 10058 10820 10144

    [0/90 3]S 5385 5424 5420

    [0/90] 2S 7317 7304 7344

    Fig. 7 Dispersion curve plots for the 0 o delaminated layer, [0/90 3]S and [0/90] 2S plates, respectively

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    Table 2 Measurement of delamination length

    Plate typeFirst peak arrival time ( sec ) Delamination length (mm)

    Intact case Delaminated case FEM simulation Experiment [21] [0/90 3]S 39.5 35.8 42.9 42

    [0/90] 2S 29.6 27.4 59.1 61

    After estimating the arrival time of the first peak of the transmitted S 0 waveform observed

    at a distance of 210 mm away from the excitation region for intact and impacted plates, the

    delamination length a is then calculated using Eq. (5), and is shown in Table 2. It can be seen

    that the length of the delamination present in each impacted plate is well-predicted by the

    FEM-based numerical simulations.

    For estimation of the delamination of the front-edge location, the normalized amplitude of

    the transmitted S 0 mode is observed along the inspection length of the impacted plates. Fig. 8

    shows the distribution of the normalized maximum amplitude of the S 0 mode observed from

    the simulation with damping incorporated and from experiment [3] for the impacted plates.

    Good agreement can be seen between the simulation results for the impacted plates

    with material damping incorporated and the experiment measurements. As the distance from

    the excitation region increases, the normalized amplitude of the S 0 mode gradually decreases.

    However, a sudden drop in the amplitude occurs while reaching the delamination region,

    which is then approximately maintained even beyond the delamination region. The distance

    at which the amplitude transition occurs indicates the location of the delamination front-end.

    The estimated front-end locations from the simulation, with material damping incorporated,

    are approximately 10.83 cm and 10.5 cm away from the excitation region for the impacted

    [0/90 3]S and [0/90] 2S plates, respectively, which are consistent with the experimental results

    [3] .

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    The sudden drop in the amplitude over the delamination area can be partly attributed

    to wave scattering at the delamination boundaries, wave reflections at the edges, and mode

    conversion to generate extra modes. The S 0 mode propagation depends on the fd value of a

    plate, and at the delamination region it is subjected to travel through two layers of different

    thicknesses with an interfacial discontinuity between them. Consequently, the energy of the

    transmitting S 0 mode is divided, also causing amplitude reduction at the delamination.

    Fig. 8 Comparison of the normalized maximum amplitude of the S 0 mode observed from simulation with

    damping implemented and from the experiment [3] for the impacted plates: (a) [0/903]

    S and (b) [0/90]

    2S plates,

    respectively

    Delamination mouth opening

    In order to understand the delamination response during the passing of the S 0 mode, the

    wave structure of the impacted plates is analyzed. The transmitted and reflected modes repre-

    sented by S 0T and S 0R , respectively, are observed in the form of an in-plane and out-of-plane

    nodal displacement time histories at node A on the top edge BC and at node A on the bottom

    edge DE of the plate at section A- A (across the middle of delamination) as shown in Fig. 9

    (a). Although both nodes A and A are located at the same distance of 130 mm away from the

    excitation region but the in-plane displacement histories for the [0/90 3]S plate and the [0/90] 2S

    plate, as illustrated in Fig. 9 (b-c) and Fig. 9 (f-g) respectively, shows that the transmitted S 0T

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    mode arrives earlier at the bottom node A than at the top node A due to the velocity increase

    at the 0 o delaminated layer. The estimated arrival time reduction due to the velocity increase

    for the [0/90 3]S plate and the [0/90] 2S plate is approximately 3 sec and 5.8 sec , respective-

    ly. The arrival time reduction for the [0/90] 2S plate is larger than the [0/90 3]S because the 0 o

    delaminated layer length for the [0/90] 2S plate is higher than that of [0/90 3]S.

    Due to the complex interaction between the passing S 0 mode and the boundaries of

    the delamination region, several extra modes can be generated. Hu et al. [6] showed that

    when the S 0 mode passes through a delamination, four modes are generated at each delami-

    nation end (i.e., the front and rear ends): two transmitted modes and two reflected modes. In

    this work, to identify the generated modes the in-plane nodal displacement histories are used.

    Several modes are generated in the presence of delamination. The amplitude of the generated

    modes lowers not only because of the material damping, but also due to the reduced localized

    stiffness at the damage area. Moreover, wave overlapping makes it hard to clearly isolate and

    identify the generated modes at the delamination boundaries. Only the S 0R mode generated

    due to the reflection of the transmitted S 0T mode from the plate rear-end, is identified. The

    mode identification is done based on the group velocity estimated from the dispersion curves

    and the time of flight (TOF) of the propagating modes. The transmitted S 0T mode and the re-

    flected S 0R mode generated from the plate rear-end reflection for [0/90 3]S and [0/90] 2S plates

    are shown in Fig. 9 (b-c) and Fig. 9 (f-g), respectively.

    The out-of-plane displacement histories observed at section A- A were found to be more

    useful in gaining insight on the delamination response to the passing S 0 mode. During propa-

    gation of the S 0 mode, the delamination mouth is observed to open due to upward defor-

    mation of region A and downward deformation of region B, as illustrated in Fig. 9 (d-e) for

    the [0/90 3]S plate and Fig. 9 (h-i) for the [0/90] 2S plate. The delamination mouth remains open

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    even after the passage of the S 0 mode. This transverse deformation can be attributed to the

    reduced local bending stiffness at the delamination region. For both plates, region B experi-

    ences more transverse deflection than region A because the bending stiffness of region B is

    lower than that of region A. In case of the [0/90] 2S plate, there is excessive transverse deflec-

    tion owing to the delamination length of 61 mm, in comparison to the [0/90 3]S plate where

    the delamination length of 45 mm is present.

    The delamination mouth is kept open after the passage of the S 0 mode because of the pres-

    ence of standing waves, which are generated by the superposition of waves travelling in op-

    posite directions and are described by the following equations [27] :

    1 2( , ) cos( ); ( , ) cos( ),u x t A t kx u x t B t kx (6a)

    1 2( , ) ( , ) ( , )

    2 cos( )cos( ) ( ) cos( ),2 2

    u x t u x t u x t

    B kx t A B t kx

    (6b)

    where the term u(x,t) shows the superposition of waves u1(x,t) and u2(x,t) travelling in oppo-

    site directions with amplitudes A and B, respectively; and k are the frequency and wave-

    number, respectively, of the travelling waves, is the arbitrary phase, t and x represent time

    and space coordinates and x is the zero-shifted coordinate given by x = x + /(2k ). The first

    term of Eq. 6(b), containing cos( k x ) cos( t+ /2), describes the standing wave and the se-

    cond term, containing cos( t - k x + /2) , is for the residual travelling wave.

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    Fig. 9 (a) Schematic of the impacted plate with the top node A and bottom node A at section A -A ; In-plane

    and out-of-plane displacement time histories for (b-e) the [0/90 3]S plate and (f-i) the [0/90] 2S plate, respectively

    When the S 0 mode reaches the delamination region, it is bifurcated and propagates through

    regions A and B independently, see Fig. 9 (a). A portion of the transmitted waves is reflected

    from the delamination rear-end, which then travels back and is reflected again at the delami-

    nation front-end. Due to multiple reflections at the delamination boundary, some part of the

    wave energy is captured inside the delamination zone, resulting in the generation of standing

    waves. The presence of these standing waves keeps the delamination mouth open. This effect

    dissipates with the passage of time as the wave energy leaks out of the delamination bounda-

    ries. Fig. 10 shows the out-of-plane nodal displacement observed along the plate-edges BC

    (top edge) and DE (bottom edge) at 100 sec, long after the passage of the S 0 mode. It clearly

    shows that the delamination mouth, which opened during the passing of the S 0 mode is still

    open because of the presence of standing waves.

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    Fig. 10 Observed out-of- plane nodal displacement at 100 s ec, showing the delamination mouth opening for the

    impacted plates: (a) [0/90 3]S and (b) [0/90] 2S , respectively

    Practically, this opening of the delamination mouth can be helpful for the identification of

    subsurface delaminations using non-contact methods such as scanning laser vibrometry using

    a laser vibrometer which is device widely used for vibration measurements in many

    engineering applications [28] . In addition, the waveform signals from the laser vibrometer

    can be processed further to obtain the guided wave field image of the composite structure to

    locate the asymmetrical delamination.

    Conclusions

    In this study, the composite material damping for the [0/90 3] S and [0/90] 2S plates is

    effectively implemented in the numerical simulations using the Rayleigh damping model and

    estimating the Lamb wave attenuation constants. The material damping causes considerable

    wave attenuation of the propagating S 0 mode, and should be modeled in the simulations.

    There is a good agreement between the distribution of the normalized maximum amplitude of

    the S 0 mode along the plate length observed from simulation for the intact and impacted

    [0/90 3]S and [0/90] 2S plate with material damping incorporated and the experiment measure-

    ments.

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    From the numerical simulations carried out in this paper, the estimated asymmetric

    delamination length and its front edge location for both [0/90 3]S and [0/90] 2S using the S 0

    mode also matches well with the experiment. The delamination length is estimated from the

    S0 mode velocity increment in the 0 o delaminated layer present at the delamination region for

    the impacted [0/90 3]S and [0/90] 2S plates, respectively. The wave velocity increases in the 0 o

    delaminated layer due to its higher fiber directional stiffness than the rest of the plate. The

    delamination front-edge location is determined from the sudden drop in the amplitude of the

    S0 mode over the delamination region.

    The wave structure analysis of the impacted composite plates shows the presence of

    extra generated modes due to the interaction of the propagating S 0 mode with delamination

    boundaries and plate ends. However, only the S 0R mode generated from the reflection of the

    transmitted S 0T from the plate rear-end is identified using the TOF method. Other generated

    modes are not identified either because of complicated wave overlaps or/and their low ampli-

    tude as the material damping is incorporated in the simulations. Moreover, during the passing

    of S 0 mode the mouth of the asymmetrical delamination in the [0/90 3]S and [0/90] 2S

    composite plates opens up due to the reduced local bending stiffness. The delamination

    mouth is kept open even after the passage of the S 0 mode because of the presence of standing

    waves, which are generated from multiple reflections of the wave energy captured in the de-

    lamination zone when the S0 mode passes through.

    Future work will be focused on the study of the mouth opening of delamination oc-

    curring at other ply interfaces in the composite plates with different layup sequences, during

    the passing of the S 0 mode.

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