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    SYSWELDSYSWELDComplete Finite Element

    Solution for Simulation ofWelding Processes

    Josef Tejc

    MECAS ESI s.r.o. , CZ

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    ESI Group

    Company introductionCompany introduction

    Uslavska 10 , Pilsen

    Czech Republic

    e-mail: [email protected]

    web-page: http://www.mecasesi.cz

    mailto:[email protected]://www.mecasesi.cz/http://www.mecasesi.cz/mailto:[email protected]
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    ESI Group

    ESI Groups Virtual Try-Out SpaceESI Groups Virtual Try-Out Space

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    SYSWELD2003

    SYSWELD2003

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    SYSWELD backgroundSYSWELD background

    SYSWELD is a part of the SYSWORLD

    Finite Element program family:

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    SYSWELD backgroundSYSWELD background

    SYSTUS is a general purpose Finite Elementproduct that provides most of the computation

    capabilities that can be handled with implicit

    Finite Element technology. Developed through

    the last 4 decades and born in the Nuclear

    Industry, it provides excellent non-linearcomputation capabilities.

    Most of the features developed for SYSTUS are

    shared through the SYSWORLD product family,i.e. it is possible to use them in SYSWELD too.

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    General capabilitiesGeneral capabilities

    SYSWELD 2003 simulates all physical

    effects that are related to:

    Welding and Heat treatment

    Courtesy GM

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    Architecture of the codeArchitecture of the code

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    Coupled thermo-metallurgical analysisCoupled thermo-metallurgical analysis

    Modified heat convection equation:

    ( ) QATLTPt

    TCP

    ji ijiji iii ii

    =+

    CCT diagram

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    ESI Group

    Real CCT diagramReal CCT diagram

    T [C]

    t [s]

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    Models for phase transformationsModels for phase transformations

    Leblonds model

    for diffusion controlled transformation

    Koistinen-Marburger law

    for Martensitic transformation

    ( )

    ( )T

    PTPTf

    dt

    dP eq

    = .

    .

    rateolingheating/co...

    etemperatur...

    time...

    mequilibriuphaseatproportion...

    proportionphase...

    T

    T

    t

    P

    P

    eq

    &

    ( )T)b(MsP(T) = exp1

    etemperaturstart-Martensite...

    tcoefficienlaw...

    proportionphase...

    Ms

    b

    P

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    Model of the CCT diagramModel of the CCT diagram

    T [C]

    t [s]

    Ferrite

    Bainite

    Martensite

    M t i l ti

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    ESI Group

    Material propertiesMaterial properties

    Mechanical properties: Youngs modulus

    Poissons ratio

    Thermal strain

    Yield stress

    Strain hardening

    Usually, mechanical properties aredefined as a function of temperature and

    phase proportions

    Yi ldYi ld t

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    ESI Group

    Yield stressYield stress

    Austenite

    Martensite

    Ferrite

    Bainite

    T [C]

    Y [MPa]

    M d l f h tM d l f h t

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    ESI Group

    Model of heat sourceModel of heat source

    Double-ellipsoid

    heat sourceHeat transfer into the

    structure (t=20 s)

    Cl i ditiCl i diti

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    Clamping conditionsClamping conditions

    Symmetryconditions

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    Computed Thermo-

    metallurgical Results

    T t fi ld t t 20T t fi ld t t 20

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    Temperature field at t=20sTemperature field at t=20s

    Temperat re e ol tion (mo ie)Temperature evolution (movie)

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    Temperature evolution (movie)Temperature evolution (movie)

    Austenite evolution (movie)Austenite evolution (movie)

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    ESI Group

    Austenite evolution (movie)Austenite evolution (movie)

    Bainite evolution (movie)Bainite evolution (movie)

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    Bainite evolution (movie)Bainite evolution (movie)

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    Computed Mechanical

    Results

    Evolution of displacements (movie)Evolution of displacements (movie)

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    Evolution of displacements (movie)Evolution of displacements (movie)

    Displacements UZ (with phase transf )Displacements UZ (with phase transf )

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    ESI Group

    Displacements UZ (with phase transf.)Displacements UZ (with phase transf.)

    -0.5mm

    -1.1mm

    Angular distortion

    z

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    Stress (with phase transf )Stress (with phase transf )

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    ESI Group

    Stress yy (with phase transf.)Stress yy (with phase transf.)

    Reduced tensile stress

    level due to phase

    transformations

    y

    Stress (without phase transf )Stress (without phase transf )

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    Stress yy (without phase transf.)Stress yy (without phase transf.)

    y

    Stress (with phase transf )Stress (with phase transf )

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    Stress xx (with phase transf.)Stress xx (with phase transf.)

    x

    Stress (without phase transf )Stress (without phase transf )

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    Stress xx (without phase transf.)Stress xx (without phase transf.)

    x

    SummarySummary

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    SummarySummary

    The difference in computed distortions with

    and without phase transformations is about

    30% The difference in computed stresses with

    and without material transformations is

    remarkable

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    Example of anIndustrial Application

    Example of anIndustrial Application

    Simulation of Welding of a

    T-joint Made from AlMgSi

    Courtesy ofCourtesy of

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    Courtesy ofy

    Process movie (accelerated display)Process movie (accelerated display)

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    Process movie (accelerated display)( p y)

    Description of the taskDescription of the task

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    pp

    A rectangular hollow profile is welded with 4

    joints on a thin-walled plate

    The computation of distortions during andafter welding is extremely sensitive due to

    general instability of the arrangement

    The edges of the plate are free

    The plate is thin-walled and has a low resistance

    against bending

    The welding joints influence each other

    To a certain extent, this is the worst case for

    simulation engineering

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    Displacement UZ after weld 1 (t=5.2s)Displacement UZ after weld 1 (t=5.2s)

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    ESI Group

    ( )

    Positive buckle atthe edge parallel

    to WELD 1

    Z

    Displacement UZ after weld 2 (t=11.3s)Displacement UZ after weld 2 (t=11.3s)

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    ESI Group

    Positive buckles at

    the edges parallel toWELD1 and WELD2

    Z

    Displacement UZ after weld 3 (t=17.4s)Displacement UZ after weld 3 (t=17.4s)

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    Positive buckles at

    the edges parallel

    to WELD1,

    WELD2 and

    WELD3

    Z

    Displacements UZ after weld 4 (t= 22.10s)Displacements UZ after weld 4 (t= 22.10s)

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    Still a positive buckle at

    the edge parallel to

    WELD1.

    However, the

    contraction of WELD4

    decreases the positive

    buckle of WELD1 andWELD2.

    Z

    Cooling from 22 to 1000 s (movie)Cooling from 22 to 1000 s (movie)

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    g ( )g ( )

    Cooling from 22 to 1000 s (movie)Different scaling!

    Cooling from 22 to 1000 s (movie)Different scaling!

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    Process movie - evolution of distortions at theedge parallel to WELD 2

    Process movie - evolution of distortions at theedge parallel to WELD 2

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    Interpretation of resultsInterpretation of results

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    The computed evolution of the distortions of the

    edge parallel to WELD2 is nearly coincident

    with the displacements shown in the processmovie

    The final displacements have been measured

    to around 6mm

    The final displacements computed are around

    6mm

    The computed displacements correlate wellwith the experiment

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    Some of the NewFeatures of

    SYSWELD 2003

    Some of the NewFeatures of

    SYSWELD 2003

    Interfaces PAM-STAMP/SYSWELDInterfaces PAM-STAMP/SYSWELD

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    In SYSWELD 2003, it is possible to readand write PAM-STAMP mapping files, in

    order to: Import results from a stamping simulation in

    a welding simulation

    Import results from a welding simulation in a

    stamping simulation

    A typical application is the stamping of weldedtailored blanks

    Door panel - real imagesDoor panel - real images

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    fehlerfrei umgeformtes Bauteil

    Courtesy of AUDI

    Interfaces PAM-STAMP/SYSWELDInterfaces PAM-STAMP/SYSWELD

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    Plastic strains:

    Min/Max : 0/0.587

    Courtesy of AUDI

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    Welding Assembly simulationWelding Assembly simulation

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    Material databaseMaterial database

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    ESI Group

    For Welding, the following materials are available

    AlMgSi

    Typical automotive aluminium alloy

    S355J2G3 (1.0570, St 52-3, Fe 510 D1, Fe 510 D1 FF,CSN 11 523)

    Typical ship building steel

    X20CrNi13 (1.4201, Z20C13, AISI 420, CSN 17 022)

    Stainless steel

    X5CrNi 18 10 (1.4301, Z7CN18-09, AISI 304,

    CSN 17 240)

    Stainless steel DC04 (St 14, St 4, AISI 1008, CSN 11 325)

    Typical car body / stamping steel, deep drawing quality

    ESI Groups solution of present daysESI Groups solution of present days

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    SYSWELD:

    Complete solution for realistic

    simulation of welding processes

    Process

    Product

    COMPARISON WITHEXPERIMENTS:

    In cooperation with industrial partners

    a number of experimental projectswas done to proof tight agreement

    between results of simulation and

    reality.

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