Intro2 06 Coupled

Embed Size (px)

Citation preview

  • 7/28/2019 Intro2 06 Coupled

    1/12

    Module 6

    Coupled Field Analysis

  • 7/28/2019 Intro2 06 Coupled

    2/12

    Training Manual

    6. Coupled Field Analysis

    Overview INTR

    INTR

    INTR

    INTR

    INTR

    INTR In this chapter, we will briefly describe how to do a thermal-stress

    analysis.DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    The purpose is two-fold: To show you how to apply thermal loads in a stress analysis.

    - NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    .

    SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    art2

    art2

    art2

    art2

    art2

    art2

    February 20, 2006Inventory #002270

    6-2

  • 7/28/2019 Intro2 06 Coupled

    3/12

    Training Manual

    Coupled Field Analysis

    Overview INTR

    INTR

    INTR

    INTR

    INTR

    INTRThermally Induced Stress

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    en a s ruc ure s ea e or coo e ,

    deforms by expanding or contracting.

    If the deformation is somehow restricted

    Thermal stresses

    due to constraintsNT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    by displacement constraints or an opposing

    pressure, for example thermal stresses

    are induced in the structure.SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    Another cause of thermal stresses is non-

    uniform deformation, due to different

    materials (i.e, different coefficients ofThermal stresses

    art2

    art2

    art2

    art2

    art2

    art2

    thermal expansion).

    materials

    February 20, 2006Inventory #002270

    6-3

  • 7/28/2019 Intro2 06 Coupled

    4/12

    Training Manual

    Coupled Field Analysis

    Overview INTR

    INTR

    INTR

    INTR

    INTR

    INTR There are two methods of solving thermal-stress problems using

    ANSYS. Both methods have their advantages.DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    Sequential coupled field

    - Older method, uses two element types mapping thermal results asstructural temperature loads

    + Efficient when running many thermal transient time points but few structural NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    NT

    OA

    time points

    + Can easily be automated with input files

    SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    + Newer method uses one element type to solve both physics problems

    + Allows true coupling between thermal and structural phenomena

    - May carry unnecessary overhead for some analyses

    art2

    art2

    art2

    art2

    art2

    art2 Topics covered:

    A. Sequential Method

    February 20, 2006Inventory #002270

    6-4

    .

    C. Workshop

  • 7/28/2019 Intro2 06 Coupled

    5/12

    Training Manual

    Coupled Field Analysis

    A. Sequential Method INTR

    INTR

    INTR

    INTR

    INTR

    INTR The Sequential methodinvolves two analyses:

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    1. First do a steady-state (or transient) thermal

    analysis. Model with thermal elements.

    A l thermal loadin .

    ThermalAnalysis

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    Solve and review results.

    2. Then do a static structural analysis.

    Switch element types to structural.

    jobname.rth

    Tem eraturesSYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    Define structural material properties, including

    thermal expansion coefficient.

    Apply structural loading, including

    temperatures from thermal analysis.

    Structural

    Analysisart2

    art2

    art2

    art2

    art2

    art2

    Solve and review results.jobname.rst

    February 20, 2006Inventory #002270

    6-5

  • 7/28/2019 Intro2 06 Coupled

    6/12

    Training Manual

    Coupled Field Analysis

    Sequential Method INTR

    INTR

    INTR

    INTR

    INTR

    INTR1. Thermal Analysis

    The procedure for this is described in Intro Part 1.DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    2. Structural Analysisa) Move to PREP7 and switch element types from thermal to structural.

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    OrETCHG command

    Caution: Switching element types will reset all element options backto their default settings. For example, if you used 2-D axisymmetricSYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    elements in the thermal analysis, you may need to re-specify the

    axisymmetric option after the switch. Therefore, be sure to verify and

    set the proper element options:

    Main Menu > Pre rocessor > Element T e > Add/Edit/Delete > art2

    art2

    art2

    art2

    art2

    art2

    [Options]

    Or use ETLIST and KEYOPT commands

    February 20, 2006Inventory #002270

    6-6

  • 7/28/2019 Intro2 06 Coupled

    7/12

    Training Manual

    Coupled Field Analysis

    Sequential Method INTR

    INTR

    INTR

    INTR

    INTR

    INTRb) Define structural material properties (EX, etc.), including the

    coefficient of thermal expansion (ALPX). (If you use the ANSYS-DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    ,

    defined, so this step may not be needed.)Note: If ALPX is not defined or set to zero, no thermal strains will be

    calculated. You can use this technique to turn off temperatureNTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    c) Specify static analysis type. This step is needed only if the thermal

    analysis was a transient.

    Main Menu > Solution > Anal sis T e > New Anal sisSYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    OrANTYPE command

    art2

    art2

    art2

    art2

    art2

    art2

    February 20, 2006Inventory #002270

    6-7

  • 7/28/2019 Intro2 06 Coupled

    8/12

    Training Manual

    Coupled Field Analysis

    Sequential Method INTR

    INTR

    INTR

    INTR

    INTR

    INTRd) Apply structural loads and include temperatures as part of the

    loading.DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    DUCTI

    a n enu > o u on > e ne oa s > pp y > ruc ura >

    Temperature > From Therm Analy Or use the LDREAD command.

    e Solve. NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    f) Review stress results.

    SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    art2

    art2

    art2

    art2

    art2

    art2

    February 20, 2006Inventory #002270

    6-8

  • 7/28/2019 Intro2 06 Coupled

    9/12

    Training Manual

    Coupled Field Analysis

    B. Direct Method INTR

    INTR

    INTR

    INTR

    INTR

    INTR The Direct Methodusually involves just one analysis that uses a

    coupled-field element type containing all necessary degrees ofD

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    .

    1. First prepare the model and mesh using one of thefollowing coupled field element types.

    Thermal

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    .

    SOLID5 (hexahedron).

    SOLID98 (tetrahedron).

    2. Apply both the structural and thermal loads and

    Combined

    SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    .

    3. Solve and review both thermal and structural

    results.

    Analysis

    art2

    art2

    art2

    art2

    art2

    art2

    jobname.rst

    February 20, 2006Inventory #002270

    6-9

  • 7/28/2019 Intro2 06 Coupled

    10/12

    Training Manual

    Coupled Field Analysis

    Sequential vs. Direct Method INTR

    INTR

    INTR

    INTR

    INTR

    INTR Sequential

    For coupling situations which do

    Direct

    Direct coupling is advantageous

    - D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    nonlinear interaction, the

    sequential method is moreefficient and flexible because you

    can perform the two analyses

    is highly nonlinear and is best

    solved in a single solution using acoupled formulation.

    Examples of direct coupling NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    independently of each other.

    In a sequential thermal-stress

    analysis, for example, you can

    perform a nonlinear transient

    include piezoelectric analysis,

    conjugate heat transfer with fluid

    flow, and circuit-electromagnetic

    analysis.

    SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    linear static stress analysis. You

    can then use nodal temperatures

    from ANY load step or time-point

    in the thermal analysis as loads

    art2

    art2

    art2

    art2

    art2

    art2

    for the stress analysis.

    February 20, 2006

    Inventory #002270

    6-10

  • 7/28/2019 Intro2 06 Coupled

    11/12

    Training Manual

    Coupled Field Analysis

    C. Workshop INTR

    INTR

    INTR

    INTR

    INTR

    INTR Refer to yourWorkshop Supplementfor instructions on:

    W6A. Axisymmetric Pipe with Fins (Sequential Coupled Field)D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    D

    UCTI

    W6B. Axisymmetric Pipe with Fins (Direct Coupled Field)

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    NTOA

    SYS

    SYS

    SYS---

    SYS

    SYS

    SYS---

    art2

    art2

    art2

    art2

    art2

    art2

    February 20, 2006

    Inventory #002270

    6-11

  • 7/28/2019 Intro2 06 Coupled

    12/12