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FATIGUE DETECTION OF FIBRES REINFORCED COMPOSITE MATERIALS BY LASER’S SPECKLE-SHEAR INTERFEROMETRY (SHEAROGRAPHY) Ventseslav Sainov Bulgarian Academy of Sciences Applications for NDT in avionics, spacecraft’s and rocket’s industries

FATIGUE DETECTION OF FIBRES REINFORCED COMPOSITE … · surfaces, flaps, air brakes, helicopter blades, turbine engine ducts, laminated wood structures ... roket motors Impact damage,

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  • FATIGUE DETECTION OF FIBRES

    REINFORCED COMPOSITE MATERIALS

    BY LASER’S

    SPECKLE-SHEAR INTERFEROMETRY

    (SHEAROGRAPHY)

    Ventseslav Sainov

    Bulgarian Academy of Sciences

    Applications for NDT in avionics,

    spacecraft’s and rocket’s industries

  • ABSTRACT

    Fatigue detection by speckle-shear interferometry (shearography)

    of subjected to cycling loading fibers reinforced composite

    materials is presented. Shearography nondestructive testing is

    providing a better and faster means to nondestructively inspecting

    new aircraft both during manufacturing and in the field. The mainnew aircraft both during manufacturing and in the field. The main

    advantages of the used technique is their possible application in a

    wide dynamic range and working conditions. The experimentally

    obtained results for non-cycled and cycled specimens are presented

    together with the results from the pure tensile test and from the

    cyclic test. Fatigue detection of subjected to cycling loading

    (pressure) composite vessel has been obtained by lateral and 2D-

    folding speckle shear interferometry. The results confirm the non-

    linear mechanical behavior and fatigue of composite materials.

  • The calculation of the material quantities requires to measure the whole three-dimensional

    displacement vector field

    The interferometer consists of an optimized arrangement with 4 illumination directions and 1

    observation direction to measure the 3D displacements and coordinates precisely,

    Introduction

    BIAS digital holographic interferometry set-up with four illumination

    directions and its practical implementation.

  • Macro/micro measurements by speckle-shear interferometry

    (SHEAROGRAPHY)(SHEAROGRAPHY)

    Normal displacement macro-measurments by lateral shear inteferometry

    Micro-measurement by 2D folding

    shear interferometry

  • The electronic laser shearography imaging interferometer was

    pioneered in the early 1980’s by three researchers, Dr. John Butters at

    Loughborough University in the UK, Dr. S. Nakadate in Japan and Dr.

    Mike Hung at Oakland University in the USA.

    Shearography nondestructive testing has evolved considerably since

    first used on a production aircraft program in the USA in 1986.

    Shearography laser interferometric imaging methods measure test

    Applications of shearography for NDT in

    avionics, spacecraft and rocket’s industries

    Shearography laser interferometric imaging methods measure test

    structure deformation due to an applied engineered change in stress.

    The resulting changes in Z-Axis strain component reveal images of

    subsurface defects such as disbonds, delaminations, core defects and

    impact damage in aerospace structures. Shearography NDT provides

    high thru-put, cost-effective productivity enhancements, improved

    manufacturing processes and quality. Development of digital CCD

    cameras, the PC and small, high power solid-state lasers have led to

    dramatic performance improvements in shearography instruments and

    systems.

  • In the quest to maximize fuel economy and performance, engineers

    have turned from riveted and bonded aluminum structures to solid

    composite laminates, composite sandwich panels with honeycomb or

    foam cores and tape wound composite structures such as fuselages.

    Applications of shearography for NDT in

    avionics, spacecraft and rocket’s industries

    The traditional methods for nondestructive testing, such as ultrasonic

    (UT) C-Scan, may not provide the best defect detection capability for

    these new materials and geometries and are slow with a typical

    through-put of just 10 sq. ft./hour. Further, the process of

    manufacturing complex composite structures requires a means for fast

    inspection to provide a process control feedback and to ensure quality

    and reliability at the lowest possible cost. In many aerospace programs

    today, laser shearography is providing a large part of the solution.

  • Shearography is a mature and cost effective NDT technology for

    many aerospace applications. Shearography provides very rapid

    inspection allowing immediate feedback for process controls as well

    as field inspection capability.

    Composite aircraft manufacturing requires 100% inspection of all

    bonded surfaces to verify structural integrity and compliance with

    design.

    Applications of shearography for NDT in

    avionics, spacecraft and rocket’s industries

    These NDT instruments can be used on-aircraft, even on the tarmac or

    in a hangar environment and offer excellent inspection capability for a

    wide variety of defect types including non-visible impact damage,

    disbands, voids, delamination, water entrapment and porosity in

    composite repairs.

    as field inspection capability.

    Shearography is currently in use on a wide variety of aircraft

    including F-22, F-35 JSF, Airbus, Cessna Citation X, Raytheon

    Premier I and the NASA Space Shuttle.

  • In the last twenty years more than 1,200 shearography systems

    have been integrated into the manufacturing process for aircraft

    composites, tires and high-reliability electronics. As with all NDT

    methods and technologies, shearography’s strengths and weakness

    must be completely understood, and applications qualified

    Applications of shearography for NDT in

    avionics, spacecraft and rocket’s industries

    must be completely understood, and applications qualified

    through Probability of detection (PoD) verification with written

    procedures and rigorous training for operators and engineers

    alike. Once qualified, however, shearography systems can operate

    with extraordinary efficiency reaching through-puts from 25 to

    1200 sq. ft per hour, 2.5 to 120 times the typical 10 sq. ft./hour

    inspection rate for ultrasonic C-Scan.

    1 foot =30.48 centimeters

  • Unlike UT C-Scan, which uses a single transducer that requires

    a raster scan over the part to build up an image, Shearography

    is a whole field, real-time imaging technique that reveals out of-

    plane deformation derivatives in response to and applied stress.

    Using a slight pressure reduction in a shearography test

    chamber, critical defects are imaged and measured in seconds.

    The shearography camera detects surface bumps as small as 3

    Applications of shearography for NDT in

    avionics, spacecraft’s and rocket’s industries

    The shearography camera detects surface bumps as small as 3

    nanometers caused by local strain changes around subsurface

    defects as the pressure is reduced on the part. Vacuum

    shearography is highly effective for image disbonds,

    delaminations, core damage and core splice-joint separations.

    Other Shearography NDT techniques that are frequently used

    include thermal pulse shearography for non-visible impact

    damage, pressure shearography for damage to composite

    wrapped pressure vessels. Vibration shearography has been

    highly developed in the last several years to inspect the foam on

    the external tank of NASA’s Space Shuttle.

  • Loading by:

    Partial vacuum(from -0,14 to -49 kPa

    differential)

    Applied for testing:

    ElastomersCoating, rubber and plastic voids, disbonds, tires, solidrocket motor liners, rubber-to-substrate bond, cork-tosubstrate bond

    Sandwich panels-to-honeycomb, foam coresImpact damage, voids, disbonds, aircraft controlsurfaces, flaps, air brakes, helicopter blades, turbineengine ducts, laminated wood structures

    Applications of shearography for NDT in

    avionics, spacecraft and rocket’s industries

    Vibration(from 0,5 to 200 kHz,

    90 to 125 dB)

    engine ducts, laminated wood structures

    Composite overwrap pressure vesselsFiber bridging, liner disbands

    Foam rocket thermal protection systemsDamage, disbonds, delamination, cracks

    Light weight honeycombSpacecraft solar panels, solar cell bond

    Metal honeycombTurbine fan blade erosion strip bond, metal-to metalbonded panels and honeycomb

    Metal brazed bonded and plasma sprayedDisbonds

  • Thermal loading

    (from 0,5 to 48 deg C)

    Laminated panelsImpact damage, delamination, wrinkled fibers, porosity, inclusions, embedded foreign materials, repairs

    Sandwich panel honeycomb, foam coreImpact damage, skin-to-core disbonds, damage core, foam-tofoam disbonds, metal core-to-skin disbands, repairs

    Resin transfer molded compositesResin lean areas, porosity, damage

    Engine stators, vanes, composite fan blades Errosion strip bonds, voids, resin lean areas, damage, foreignobjects

    Steel, aluminum, ceramics, compositesSurface breaking or near-surface breaking cracks

    Pressure

    (from 0,07 to 3500 kPa)

    Surface breaking or near-surface breaking cracks

    Composite overwrap pressure vessels with metal linersDisbonds at the liner-to-composite bond, fiber bridging

    Composite overwrap pressure vessels and composite

    roket motorsImpact damage, composite cracks, broken fibers, fiber bridging,porosity

    Pressure vessels and heat transfer structuresMetal pressure tanks, liquid propellant rocket exit cones, thrustramps, piping, space vented core hoheycomb

  • Experimental setup for shearography of

    composite vessel under pressure

    Macro measurements

    Micro measurements

  • Operation programs

    User friendly interface for system operation and data processing

  • Fourier transform technique for phase retrieval

    0fr

    ( ) ( ) ( ) ( )[ ]( ) ( ) ( )[ ]{ }∑∞

    =⋅++

    =⋅++=

    10

    0

    2cos

    2

    p

    pVB

    VB

    rfrpArIrI

    rfrfrIrIrI

    rrrrr

    rrrrrr

    πϕ

    πϕ

    - carrier frequency

    ( ) ( ) rftrtr orrrr ⋅+= 02,, πϕϕ

    ∑=1p

    0f

    Mitsuo Takeda, Hideki Ina, and Seiji Kobayashi, “Fourier-transform method of

    fringe-pattern analysis for computer-based topography and interferometry”,

    JOSA, Vol. 72, Issue 1, pp. 156-160 (1982)

  • Phase stepping techniques for phase retrieval

    All measurements are performed in static conditions. Five steps

    algorithm is used for phase calculation. Initial five intencity’s frames with

    consecutive π/2 phase shifts are recorded. Phase distribution ϕ0 iscalculated from the recorded light intensities

    Ii, (i = 0, 1, 2, 3, 4), as:

    2 ( / 2) 2 ( / 2)I Iϕ − π − ϕ + π0

    2 ( / 2) 2 ( / 2)

    2 ( ) ( ) ( )

    I Iarctg

    I I I

    ϕ − π − ϕ + πϕ =ϕ − ϕ − π − ϕ + π

    The next five frames with the same π/2 phase shifts are recorded afterapplying the normal displacement of the loaded sample. Components of

    the displacement vector and their derivatives are calculated from the

    phase differences.

  • Experiment Loading F = 0 N

    Φ0,h,+θ (F = 0 N)

    Loading F = 2 N

    Φ2,h,+θ − Φ0,h,+θ = ∆Φ2-0,h,+θ → ∆Φ2-0,h,+θ,f

    -2∆φ -∆φ 0 +∆φ +2∆φ

    Φ2,h,+θ (F = 2 N)

    =

  • Subsequent steps in the automated FFT filtering

    technique. Experimental phase fringe pattern (upper - left) and filtered phase fringe pattern (upper - right)

  • Phase-stepping technique for phase retrieval

    Algorithm (5,1) for measurement in real time in digital ESPI

    The idea – recording five phase shifted at 90 deg intensities maps for undeformed state of the object and a single intensity map at for the deformed.

    ( ) ( )[ ] ( )[ ]2 =∆Φ−=Φ−Φ

    ( ) ( )[ ] ( )[ ] 220011 cos14 AHO IIIII =−∆Φ−=−Φ−Φ ππ( ) ( )[ ] ( )[ ] 220011 2/cos142/ BHO IIIII =−∆Φ−=−Φ−Φ ππ

    (α = π/2)(α = 0)

    ( ) ( )[ ] ( )[ ] 220011 cos14 CHO IIIII =∆Φ−=Φ−Φ( ) ( )[ ] ( )[ ] 220011 2/cos142/ DHO IIIII =+∆Φ−=+Φ−Φ ππ( ) ( )[ ] ( )[ ] 220011 cos14 EHO IIIII =+∆Φ−=+Φ−Φ ππ

    ( )( )222

    22

    2

    2

    EAC

    DB

    III

    IIarctg

    −−−=∆Φ

    Chih-Cheng Kao, Gym-Bin Yeh, Shu-Sheng Lee, Chih-Kung Lee, Ching-Sang Yang,

    and Kuang-Chong Wu, “Phase-shifting algorithms for electronic specklepattern interferometry”, APPLIED OPTICS Vol. 41, No. 1 1 January 2002.

  • Loading F=0 N

    Loading F=2 N

    ∆Φ,h,+θ

    Experiment

    Five steps algorithm versus 5.1 for measurement in real time

    - 2∆φ - ∆φ ∆φ = 0 ∆φ 2∆φ

    - 2∆φ - ∆φ ∆φ = 0 ∆φ 2∆φ

    Loading F=2 N

    ∆Φ,h,+θ

    (5.1 algorithm)

    (5 steps algorithm)

  • Sensitivity for different shear techniques

    The two times higher sensitivity of 2D folding shear interferometry in measurement of one and the same object (glass flask at 60 kPa pressure) is illustrated bellow:

    Lateral shear along X direction:

    Folding shear about Y direction:

    ( ) ( )4 , ,w x y w x x yπ ∆ϕ = − + ∆ λ

    ( ) ( )4 , ,w x y w x yπ ∆ϕ = − − λ

  • The two times higher sensitivity of 2D folding shear interferometry is presented bellow:

    Sensitivity for different shear techniques

    Folding shear about X direction:

    Two dimensional folding shear about X and Y directions:

    ( ) ( )4 , ,w x y w x yπ ∆ϕ = − − λ

    ( ) ( )4 , ,w x y w x yπ ∆ϕ = − − − λ

  • In-plane and out-of the plane derivatives of displacements measurement by speckle-shear interferometry

    For in-plane and out-of the

    plane derivatives of

    displacements measurement

    in static loading (static

    pressure), lateral speckle-

    shear interferometry has

    been applied onto the same

    100×100 mm area of the

    object.

    Setup for measurement by two

    beams symmetrical illumination

  • The first results for derivatives of in-plane and out-of the plane

    displacements are presented at 200 kPa loading at 30 pxls lateral shear

    (5% over the object). The phase differences, obtained at sequence

    illuminations through two arms at angles ± 40 deg to the normaldirection are:

    for x direction

    In-plane and out-of the plane derivatives of displacements measurement by speckle-shear interferometry

    ( ) ( ) ( )1, 22

    1 cos , sin ,w u

    x x y x x y xx x

    π ∂ ∂ ∆ϕ = + θ + ∆ ± θ + ∆ ∆ λ ∂ ∂

    ( ) ( ) ( )1, 22

    1 cos , sin ,w v

    x y y x y y yy y

    π ∂ ∂∆ϕ = + θ + ∆ ± θ + ∆ ∆ λ ∂ ∂

    for x direction

    for y direction

  • w∂≈

    u∂≈

    In-plane and out-of the plane derivatives of displacements measurement by speckle-shear interferometry

    w

    x

    ∂≈

    ∂u

    x

    ∂≈

    w

    y

    ∂≈

    ∂v

    y

    ∂≈

  • TESTING OF FIBRES TESTING OF FIBRES

    REINFORCED COMPOSITE REINFORCED COMPOSITE

    SAMPLESSAMPLESSAMPLESSAMPLES

  • Tensile and Cyclic TestsThe tested samples are plates with dimensions 200 × 30 × 3 mm,cut from unidirectional glass/epoxy fibres reinforced compositewith eight layers. All layers are reinforced with unidirectional glass

    fibres. The stacking sequence used is [+45/−45]_2s.

    Cyclic Test [+45/–45]_2s UD glass fibresTensile Test [+45/–45]_2s UD glass fibres

    0 2 4 6 8 10 12 14

    0

    2

    4

    6

    8

    10

    12

    14

    Cyclic Test [+45/–45]_2s UD glass fibres

    load

    [kN

    ]

    displacement [mm]

    0,0 0,5 1,0 1,5 2,0 2,5 3,0 3,5

    0

    2

    4

    6

    8

    10

    loa

    d [

    kN

    ]

    displacement [mm]

    Tensile Test [+45/–45]_2s UD glass fibres

  • Three-points bending test

  • Three-points bending tests of fabric composite materials

    a) normal displacement of cycled sample

    (phase map – sample’s back side) b) normal displacement of cycled sample

    a), b) influence of surface damage at 1 kN loading and 1.5 mm Z (normal) displacement – sample’s back side

    c) results for non-cycled sample at 5 kN loading and 1.5 mm Z (normal) displacementd) influence of the material fatigue after cycling test

    (at 5 kN loading and 1.5 mm Z (normal) displacement – sample’s front side)

    c) normal displacement of non-cycled sample d) normal displacement of cycled sample

  • The object was subjected to cyclic loading and derivatives ofnormal displacements are periodically measured in staticcondition. The applied loading is near to the sinusoidal with0.2 Hz frequency from 300 to 500 kPa. The initial, interimsand final macro measurements are performed by lateralshear interferometry along x direction (1% over the central

    Fatigue detection of fibers reinforced composite vessel after cycling loading

    by speckle-shear interferometry

    shear interferometry along x direction (1% over the centralpart sized 100×100 mm of the object)

    at ~∆200 kPa static loading (static pressure), as well as micromeasurement using two dimensional folding shearinterferometry.

  • Experimental results

    modulus 2π before cyclic loading

    a) macro-measurement by lateral shear interferometry (1% over the object) at ∆200 kPa static loading;

    b) micro-measurement by 2D folding shear interferometry at ∆500 kPa static loading and magnification 16× of the selected zone, indicated by a circle in a).

    a) b)

  • Experimental results

    modulus 2π obtained by lateral shear interferometry (1% over the object) at ∆200 kPa static loading

    a) after 200 cycles (from 300 to 500 kPa loading)

    b) after 400 cycles(from 300 to 500 kPa loading)

    a) b)

  • Experimental results

    modulus 2π after 600 cycles (from 300 to 500 kPa loading)

    a) macro-measurement by lateral shear interferometry (1% over the object) at ∆200 kPa static loading;

    b) micro-measurement by 2D folding shear interferometry at ∆500 kPa static loading and magnification 16× of the selected zone

    a) b)

  • ( )2 cos ;i O R O R iH I I I I α= + + Φ +( )2 cosR O R O RH I I I I= + + Φ

    ∆Φ ∆Φ

    0α =( )2 cosO O R O RH I I I I= + + Φ + ∆Φ

    at

    i = 1÷5

    ( ) ( )4 1 cos 2 1 cos ;O RH I I= − Φ + ∆Φ − ∆Φ

    ( )2 2 216 sin sin2 2

    O R O RH H H I I

    ∆Φ ∆Φ = − = Φ +

    2 1sin2 2

    ∆Φ + Φ ≅

  • Phase retrieval 5.1 algorithm for “real time” interferometry with arbitrary phase steps

    ( ) ( )

    ( ) ( )

    ( ) ( )

    ( ) ( )

    2

    1 3 1

    2

    2 3 2

    2

    3 3 3

    2

    4 1 cos 2

    4 1 cos

    4 1 cos

    O R O R

    O R O R

    O R O R

    H H H I I

    H H H I I

    H H H I I

    α

    α

    α

    = − = − ∆Φ −

    = − = − ∆Φ −

    = − = − ∆Φ

    = − = − ∆Φ + ( ) ( )

    ( ) ( )

    2

    4 3 4

    2

    5 3 5

    4 1 cos

    4 1 cos 2

    O R O R

    O R O R

    H H H I I

    H H H I I

    α

    α

    = − = − ∆Φ +

    = − = − ∆Φ +

    4 2

    1 3 5

    ( )1 cos(2 )tan ;

    sin( ) 2

    H Ha

    H H H

    αα

    −−∆Φ = − + 5 1

    4 2

    ( )cos

    2( )

    H Ha

    H Hα

    −= −

  • Loading F=0 N

    Loading F=2 N

    Experiment

    Five steps algorithm versus 5.1 for measurement in real time

    - 2∆φ - ∆φ ∆φ = 0 ∆φ 2∆φ

    - 2∆φ - ∆φ ∆φ = 0 ∆φ 2∆φ

    Loading F=2 N

    ∆Φ,h,+θ

    (5.1 algorithm)

    ∆Φ,h,+θ

    (5 steps algorithm)

  • 12

    3

    4

    5

    metal plateobject

    x

    Experimental set-up for void's detection by shearography with thermal loading of the object

    The objectis a sheet of copper laminated composite layer

    with dimensions (x,y,z) 290x190x~0.2 mm

    +-

    α β

    6

    78 9

    10

    l

    +-

    Holographic table

    to vacuum pump

    Peltier element

    metal base

    Styropor

    x

    Optical arrangement for two dimensional lateral shear

    interferometry, when 1 is a laser, 2- interferometer with

    CCD camera, 3 micro objective, 4- pinhole, 5- objective

  • Voids detection by phase stepped two dimensional lateral shear interferometry

    Two dimensional later shears over the detection area is 20%

    along x and 2% along y directions. Thermal loading (∆T~10

    deg C) is applied with the incorporated in the experimental

    device Peltier element 30 x 30 x 3.5 mm. As the illumination

    and observation angles are small, the contribution of in-plane

    displacement could be neglected. and phase difference along

    x direction after loading could be expressed as

    where w(x,y) is the normal component of the displacement

    vector

    ( ) ( )

    ∆+∂∂α+

    λπ≈ϕ∆ yxx

    x

    w,cos1

    2

  • Voids detection by phase stepped two dimensional lateral shear interferometry

    Phase map of the phase

    difference due to thermal

    loading (∆T~10 deg C)3D presentation of the phase map

  • Voids detection by phase stepped two dimensional lateral shear interferometry

    3D presentation of normal displacement due to thermal loading (∆T~100C) after integration along x axis

  • In the present work the possibility of speckle shear, fringes and projection

    interferometry for fatigue detection of fibers reinforced composite

    materials is presented.

    The presentation of the results as first difference (derivatives) of normal

    The results for normal displacements and their first derivatives for cycled

    and non-cycled specimens are obtained. The fatigue of the tested

    composite material as well as local damage are clearly identified.

    The tensile, cyclic and 3-points bending tests have been applied on plates

    with dimensions 200 × 30 × 3 mm, cut from unidirectional glass/epoxy fibresreinforced composite with eight layers.

    CCOONNCCLLUU The presentation of the results as first difference (derivatives) of normal

    displacement is more informative due to the higher sensitivity, that allow

    fatigue detection of composite materials and machine parts to be performed

    at low-levels loadings.

    Full-field displacement’s derivatives by speckle-shear interferomety of real

    3D composite vessel were performed. For the first time 2D folding-shear

    interferometry has been applied for measurements with 16× magnification.

    The obtained results confirm non-linear mechanical behavior of composite

    materials. The possibility for measurement and testing of such objects in

    “real” time operation mode and working conditions by speckle shear

    interferometry is shown.

    UUSSIIOONNSS

  • Acknowledgements:

    This report is dedicated to the memory of Prof. Pierre Boone(1941-2010) from Gent University, Belgium, for the friendship andthe common pioneer’s works in digital holographic, patternprojection, and speckle shear interferometry.

  • THANK YOU!THANK YOU!