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    Liquid

    penetratingtesting

    Prepaired by dilip tiwari

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    TESTING

    Testing is process which helps to indentify

    your job is in the form homogeneous or not.

    There are two types of testing .

    1-destructive testing

    2-non destructive testing

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    Destructive testing

    In destructive testing that given the information

    about ( surface, sub surface and internal) of

    any job with destroying. Example

    tensile test,

    fracture test,

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    racture test

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    Tensile test

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    Non destructive test

    In this method the given the information about

    ( surface, sub surface, internal ) of any job

    without destroying of job.

    There are 13 types of non destructive testing .

    But there are 6 method is very popularindustries

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    METHOD OF NDT

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    Type of non destructive testing

    There are six methods are very popular inmodern industries.

    1- Visual testing 2- liquid penetrating testing

    3-Magantinc particle testing

    4-Eddy currents 5- Ultrasonic testing

    6- Radiography testing

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    Course done by SKILL MART

    Liquid penetrating testing

    Magnetic particle testing

    Ultrasonic testing

    Radiography testing

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    Purpose of the testing

    Increase the quality the product.

    Reduced the time

    Reduced the cost.

    Save the human life

    These are all benefits of testing.

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    Liquid penetrating test

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    Magnetic particle testing

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    Radiography testing

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    BASIC PRINCIPAL OF

    METHOD

    Liquid penetrating testing- based on CAPILLARYACTION

    Magnetic particle testingbased on MAGNATICLEAKAGE

    Ultrasonic testingbased on piezo electric effect

    Radiography testingbased on absorption ofradiation

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    SURFACETESTING

    There are two methods applicable for

    dictation of surface discontinuity.

    1-Visual testing

    2-Liquid penetrating testing

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    Visual testing

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    Liquid penetrating testing

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    SUBSURFACE

    DISCONTINUTY

    There are two methods applicable for sub

    surface discontinuity.

    1-Magnetic particle testing

    2-Eddy currents

    M ti ti l

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    Magnetic particle

    testing

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    Eddy currents

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    INTERNAL DISCONTINUTY

    There are two methods applicable for internal

    discontinuity.

    1-Ultrasonic testing

    2-Radiography testing

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    Ultrasonic testing

    Back

    wall

    echo

    defect

    Back

    wall

    echo

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    Radiography testing

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    CHARACTERSTICS OF NDT

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    Use of NDT

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    APPLICATIONS OF NDT IN RAW

    MATERIALS

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    INSPECTION IN SECONDRY

    PROCESSING

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    INSPECTION IN SERVICE IN

    PERIODS

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    Liquid

    penetratingtesting

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    Liquid penetrating testing

    Liquid penetrating is part of

    ndt. It helps to find out the

    surface discontinuity of the

    any materials by specialsliquid.

    Ad f li id i

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    Advantage of liquid penetrating

    testing

    LPT done all type of materials.

    It is very easy to apply.

    Less training required.

    Economically.

    It portables.

    There are no electric facility required.

    Di d t f li id

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    Disadvantage of liquid

    penetrating testing

    LPT is not done on porous materials.

    It will given the information only open the

    surface discontinuity.

    All materials has highly inflammables.

    All materials are toxic.

    It is required the electric facility required.

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    Application of LPT

    We can done the liquid perpetrating testing fordifferent place.

    Welding Casting

    Forging

    Round bar

    Rubbers

    Plastics

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    Procedure of LPT

    There are five procedure in LPT. The following

    steps are given below.

    Surface preparation

    Apply the penetrates

    Excess removal of penetrating

    Apply the developer

    Interpretation

    Post cleaning

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    Video clip of waterwashable method of LPT

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    Surface preparation

    6-Solvent removal method oil,grease, and gum ( only ferrous materials)

    The solvent method has portables. This is

    the unique property of this method. 7-Sand blasting.paints, varnish,

    and resin

    8-Grid blasting.paints, varnish,

    and resin Grid blasting is applicable only which

    materials has more than hardness 45 HRC.

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    Surface preparation

    9-Etching corrosion

    After etching the job heating is necessary

    because the hydrogen gas has reduces the

    sensitivity of LPT indication. 10-Manual method-There are two type of

    manual method

    Wire brushing (this method is prohibited) Grinding..rust particles, spatters

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    Blow air

    1-Blow air

    dust only

    This method is very

    useful for roughsurface.

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    Water washables method

    2-Water washables

    dust and soil

    This method is

    applicable only nonferrous materials.

    After this method

    the surface shouldbe dry.

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    Vapour digressing

    3-Vapors degreasing oil, grease, and gum

    This types ofcontaminates are

    water insoluble sovapoure breaks thebond and makesthese contaminantssoluble into the water.

    This is most popularin ndt method due toeconomical.

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    Ultrasonic testing

    If emulsifier method isnot done quickly thenultrasonic method ispreferred.

    This method is veryuseful for small andmass quantity ofmaterials.

    This method is very

    costly. This method is used

    in production line.

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    Solvent removal method

    This method is veryuseful for the ferrousmaterials.

    This is portables so it is

    used in urban area. In this we use the

    solvent like alcohol,organic oils, cleaner,etc.

    First we removed theexcess penetrate byhand wipe thenremaining penetrate

    remove by solvent.

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    Sand blasting

    This method is

    removing for paints,

    varnish, and resin.

    The sand blastinggenerally not

    recombdate coz it

    cover the

    discontinuity.

    It is used for soft

    materials.

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    Grid blasting

    This method is

    remove the paints,

    resin, and varnish.

    This method is usedonly such type of

    materials which has

    more than 45 HRC.

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    Etching

    This method is very

    useful for remove the

    corrosion.

    This is removed byacid.

    After using this

    method the heating is

    necessary coz thehydrogen is leaving

    the surface of job

    otherwise it will effect

    the results.

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    Dyes

    Dyes is colorful dye.Which apply after thesurface preparation.

    There are three type

    of dye. Visible dye

    Fluorescent dye

    Dual dye

    The dye are differentcolor like pink, yellowblacks, brown andviolet

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    Visible dye

    In the visible dye wemakes by someadding some dye.This is calledpenetrates.

    The penetrates aredifferent color but pinkcolor are mostsensitive.

    The visiblepenetrates generallyin day shift. Theminimum lightintensity required

    1000 lux.

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    Fluorescent dye

    Fluorescent dye is type of pigments whichabsorbed the U.V light and emits the visible

    light. This type of dye used in night shift. The fluorescent is working on the basis of light

    returns in the darkened area. On the jobsurface the light intensity is 20 lux only.

    The minimum U.V light intensity required 1000microwatt/cm2

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    Dual dye

    This type of dyes iscombination of the visible

    dye and fluorescent dye.

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    Properties of penetrates

    The penetrates have following properties.

    The penetrates should have to spread well.

    the penetrates should have to essay

    remove the job after done LPT. The penetrates should have to no chemical

    reaction to the job surface.

    The penetrates have to low vaioporastion.

    Non toxic

    Economic

    Method of the penetrates

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    Method of the penetrates

    apply

    There are four method to apply the penetrates

    on the job surface.

    Dipping method ( 100% of LPT to the job)

    Flowing method ( large job but smallinterested area)

    Spraying method ( this method is

    portables) Brushing method ( used when all method

    not possible)

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    Excess removal of the

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    Excess removal of the

    penetrates

    After dwell time of the penetrates then we

    remoive the penetrates. There are four type of

    excess of the penetrates from the surface.

    Water soluble method (method A)

    Emulsifier method (method B)

    Solvent removal method (method C) Post emulsification method (method D)

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    Water washable method

    In this method the excess removal method is

    removed by the water.

    The all penetrates is made of oily so it is

    always water insoluble's. So this type penetrates have to emulsifier has

    the bottles itself. So emulsifier makes them

    water soluble.

    This method is very useful for rough surface,

    keyways, threads, where penetrates are

    trapped.

    Advantage of water

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    Advantage of water

    washables

    1-Fast economical test process.

    2-Good and wide range of defect and rough

    surface.

    3-Easywash with water

    4-Easily adaptable to small parts.

    5- Good on rough surface keyways, and

    threads. 6-Relatively inexpensive.

    7-Idael for automation

    Disadvantage of water

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    Disadvantage of water

    washables

    1-Not reliable in finding wide and shallowdiscontinuity.

    2-Not as reliable on second and third runningof the parts.

    3-Suspectible to over- washing.

    4-Water contamination is more destructive tothis penetrates.

    5- Required longer penetrates time. 6-affetced more by acid and chromates.

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    Solvent removal method

    Solvent which cant removed directly with water

    can be removed by use of organic solvents. The

    solvents used are quite and dries quickly and

    without a residue.

    Normally the same type of solvent are used for

    pre cleaning and removing excess cleaning.

    The excess penetrates removal is performed by

    wiping the parts surface only one direction with aclean and lint free cloth. The proper producre is to

    make a single pass then fold the cloth to expose

    the clean cloth.

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    Solvent removal method

    This will remove the most of the penetrates onthe surface. The remaining tracer are removedby wiping with new cloth or paper lightlywetted with solvent remover.

    This process are done quickly using aminimum cleaner if the operation is prolongedor if excessive amount of cleaner used somepenetrates are removed from discontinuity.

    Directly the applied the cleaner on jobsurface is prohibited.

    Advantage of the solvent

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    Advantage of the solvent

    removal method

    No water required.

    No electricity for color contrast penetrates.

    Spray can supplies fresh uncontaminated

    materials.

    Can be re run.

    Less susceptible to over wash of penetrates ifused carefully ideal for large items.

    Disadvantage of the solvent

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    Disadvantage of the solvent

    removal method

    Not as good as water wash on keyways,

    threads and rough surface.

    Less sensitive for wide shallow defect.

    materials are more costly.

    Less production than water wash.

    Greater hazards of toxicity. Flammability of cleaners.

    Post emulsification

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    Post emulsification

    penetrates.

    Hydrophilic emulsifiers are water based

    viscous liquids and contains blends of non

    ionic detergents, coupling agents, corrosion,

    inhabits and dyes. The hydrophilic emulsifier function by

    displacing excess penetrate by detergents

    action.

    These emulsifier are slow action oily lipophillic

    emulsifier. Therefore it is easier control the

    cleaning process. Because it is incompatible

    with water pre rising prior to application of

    Post emulsification

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    Post emulsification

    penetrates.

    Hydrophilic removers are applied by

    immersion in an aqueous solution. The

    concentration of emersions varies between the

    range from 2.5% to 30%. The emulsion times varies from 20 seconds to

    5 minutes.

    The hydrophilic solution are also applied by

    spray or a foam.

    The monitor of concentration of solution is

    measured by the refractor meter.

    Advantage of post

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    Advantage of post

    emulsification penetrates

    Good on wide shallow defect.

    Washed well after emulsification.

    Short penetration time.

    Good production especially on large parts.

    Normally not affected by acid and chromates..

    Suitable for smooth surface.

    Disadvantage of post

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    Disadvantage of post

    emulsification penetrates

    Additional step are required in process for

    application of emulsifier.

    materials are more costly. Not as good as water wash on keyways,

    threads, and rough surface.

    Usually need UV systems.

    D l

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    Developer

    Developer are very fine and white powders

    applied as dry and with a liquid carrier to a

    form a thin uniform coating on the test surface.

    There are two unction of each developer. 1- it will gave the basic back ground of your

    job thats why the developer increase the

    visibility.

    2- the developer increase the indication by

    capillary action and provides the color

    contrast.

    D l

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    Developer

    Developers are either applied wet or dry.

    The desired end result is always a uniform,

    highly porous, surface layer.

    Since the quality control requirements for eachof the developer types is slightly different.

    They will be covered individually.

    The developer thickness are not more than40 micron other wise it will covered the

    small discontinuity.

    D l

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    Developer

    There are generally three type of developer.

    Dry developer

    Wet developer

    Water soluble

    Water sensible

    Solvent sensible developer

    D d l

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    Dry developer

    The dry developer is in the form of powdered.

    It used by dipping and spraying by electro

    static gun with 25 psi.

    It has very low sensitivity. Generally this method is useful for dry and

    rough surface in presence of U.V light.

    This will also removed by gently blow air whichhas pressure 25 psi.

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    W t d l

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    Wet developer

    These developers are applied immediatelyafter the final wash.

    A uniform coating should be applied by

    spraying, flowing or immersing thecomponent.

    They should never be applied with a brush.

    It has higher sensitivity than dry developer. Care should be taken to avoid a heavy

    accumulation of the developer solution in

    crevices and recesses

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    S l t S d bl

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    Solvent Suspendable

    When applying a solvent suspendable developer,it is up to the inspector to control the thickness ofthe coating.

    Visible penetrate system, the developer

    coating must be thick enough to provide awhite contrasting background but not heavyenough to mask indications.

    When using a fluorescent penetrate system, a

    very light coating should be used. The developer should be applied under white light

    and should appear evenly transparent.

    De elopment time

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    Development time

    The time taken by remaining penetrate tocame out from the discontinuity. This is called

    the development time.

    The development time is depends upon thefollowing factors.

    1- size of discontinuity

    2- temperature of the job Note= both factor are increased then

    development time will also increased.

    Procedure of the fluorescent

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    LPT.

    Surface preparation

    Apply the fluorescent

    U.V light

    Interpretation

    Post clean

    Fluorescent

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    Fluorescent

    Fluorescent is pigments which absorbs theU.V light and emits the visible light. Thefluorescent is suspensible pigments that whywhen you will spry on the job surface beforeyou will shake well.

    There are generally two colour of fluorescent red,orange and Irish green colour.

    Fluorescent penetrates response is maximumwhen exposed to 365nm wave length light.

    The fluorescent penetrates are moresensitivity than dye because they have lowerviscosity. can penetrates smaller discontinuityand have excellent visibility.

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    Fluorescent

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    Fluorescent

    Fluorescent penetrates should

    never be used on surface which

    has been proposed previously with

    colour contrast penetrates. 1% of

    the visible penetrates stop

    completely stop the fluorescent

    brightness.

    Level of the fluorescent

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    Level of the fluorescent

    Fluorescent penetrates are designed fordifferent sensitivity level.

    Level for casting and rough surface.

    Level 1.sensitivity 50m NiCr crackpanel.

    Level 2. Sensitivity 40m generalpurpose use.

    Level 3.sensitivity 20 to 30 m. Level 4 .sensitivity 10m extremely

    critical useThis sensitive determined by nickel andtitanium alloy panel containing very small

    cracks on it.

    Fluorescent brightness

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    Fluorescent brightness

    Is the amount of visible light given off when afluorescent dyes is exposed to u v light.

    It depends upon on.

    The thickness of the penetrates film. The intensity of the U.V light.

    Amount of fluorescent dye and itscapability to absorbed U.V light.

    The efficiency of the dye in converting thereleased electron to visible light.

    Use of penetrates

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    Use of penetrates

    If there is dirt in crack

    there is no room for the

    penetrates to entre it andthe process will not work.

    The part shall be cleanedto open the discontinuity.

    Penetrates application

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    Penetrates application

    The temperature of the test surface shiold bebetween 10ocand 52oc.

    The entire area must be wetted with a layer of

    the penetrates and allowed to dwell. The penetrate must not dry during dwell time.

    The spraying method is best in all method

    allow ell. In immersion method dont allowed in the

    penetrates and then drain out the penetrates

    container.

    Dwell time application

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    Dwell time application.

    The penetrates is left on the test surface forsufficient time to allow penetration into the

    discontinuity opening.

    The time involved depends on the viscosity ofthe penetrates, the temperature of the parts

    and the tightness of the discontinuity to be

    detected.

    Wrought product required longer penetration

    time than cost product.

    The penetration time is known as dwell time.

    Dwell time application

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    Dwell time application.

    The dwell time used generally between 10 and30 minutes.

    form Type of flaw Minimum

    dwell time

    (Aluminum)

    Minimum

    dwell time

    (Magnesium)

    Minimu

    m dwell

    time(steel)

    casting Porosity, cold shut 5 5 10

    forging laps 10 10 10

    All weldments Lack of fusion,

    porosity, cracks

    10 10 20

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    Interpretation of the indication

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    Interpretation of the indication

    Discontinuity on or near surface are indicatedby retention of the particles patterns.

    localized surface irregularities due to

    machining marks, grinding marks, weldripples, may produced non relevant or false

    indication.

    Broad areas of particles accumulations which

    might mask indications from discontinuity are

    prohibited.

    Such area shall be cleaned and reexamined.

    Evolution of the indications

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    Evolution of the indications

    Evolution is process of the severity of thecondition after the discontinuity indicationshave been interrupt.

    Evaluation leads to the decision as to whetherthe part must be rejected to be repaired aredirectly accepted for use.

    In LPT the discontinuity on size of indications

    and not on actual size. The recombdate development time as per

    ASME Sec V is from 7 to 30 minutes.

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    False indication

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    False indication

    This type of indication by corner,keyways, threads, yarns, grinding

    marks, finger prints, tools marks andimproper cleaning.

    False indication not a seriousdiscontinuity so it will accepted in our

    specimen. In nondestructive inspection, an

    indication that may be interpretederroneously as a Discontinuity

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    Relevant indication

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    Relevant indication

    This type of discontinuity are coming from

    true discontinuity. The relevant indication

    effect on future usefulness of thespecimen.

    There are two type of relevant indication

    Round indication

    Linear indication

    Round indication

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    Round indication

    This type of indication is length always

    smaller than 3 times of the width. Thatindication are called round indication.

    Porosity,

    blow holes,

    pin holes etc.

    Linear indication

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    Linear indication

    This type of indication has length alwaysgreater than the 3 times of the width.

    Like undercut,

    crack, crater crack,

    lack of fusion,

    lack of penetration

    Seems

    Blow holes

    These indication found only

    when it is open to the surface

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    ACCEPTACE CRITERIA OF

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    THE LPT

    By ASME code the acceptance criteria offollowing.

    1- We can not acceptance the linear indication. 2- We accept the single round indication up to

    4.8mm.

    3- more than tree non relevant indication is notaccepted where there space between less

    than 1.6mm.

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