Assessment of Fatique Life According to FKM-Code Within Hyper Works

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    EHTC 08

    Assessment of fatigue life according to FKM-Codewithin HyperWorks

    Dr.-Ing. Wolfgang Feickert,Dipl.-Ing. Tim Kirchhoff

    Ingenieurbro Hu & Feickert, Liederbach

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    Overview

    German FKM-Code

    The tool AutoFENA 3D

    Demonstration Conclusion

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    FKM-Code

    The German FKM-code [5. enhanced edition 2003], is a wellaccepted code for the analytical strength assessmentfor machine components

    The code is widely-used in german speakingcountries.

    Valid for steel (up to 500C), cast irons (up to 500C)und aluminium (up to 200C)

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    FKM-Code

    Assessment for:

    Static strength

    limit state

    Fatigue fatigue limit

    fatigue life

    The calculation bases on:

    Nominal stresses in a section

    Local stresses (effective notch stress)

    stress materialstrength

    constructionvalues

    construction static

    strength

    construction

    alternate strength

    construction fatiguelimit

    construction fatiguestrength

    safety factors

    assessment

    stress materialstrength

    constructionvalues

    construction static

    strength

    construction

    alternate strength

    construction fatiguelimit

    construction fatiguestrength

    safety factors

    assessment

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    FKM-Code

    Assessment procedure using local stresses

    Fatigue action: determine effective notch stress

    Fatigue resistance: against effective elastic notchstress in terms of a universal S-N curve

    Summation of cumulative damage

    Use adequate safety factors depending oninspection procedure, material, non destructivetesting and consequences of failure (damage)

    Results of FEM-analysis can be used

    Critical points must be chosen by the user

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    FKM-Code

    Necessary data:

    Amplitude und mean valueof elastic principle stressesat the surface

    Stress gradient into theinner part

    Material properties and

    treatment

    Thickness

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    The Tool

    Parser to the database of HyperWorks

    Export stress values, node- and element-data

    Transform the data into necessary format

    Calculation of load combinations

    Calculation of stress gradients

    Assessment according to FKM-Code

    Static strength

    Fatigue

    Writer to the database of HyperWorks

    Visualizing fatigue damage ratio within HyperView

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    Program structure

    - read data fromHyperWorks

    - interpretation ofdata

    - write data intodatabase

    - do calculationson the dataaccording toFKM-Code

    - reads data fromdata base

    - writes data toHyperWorks

    - holds the data

    input datafrom FE-Analysis

    result data from staticstrength and fatigueassessment

    data base

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    Interpretation and calculation of loadcases

    Static, swelling, alternating loadcases

    Within the tool the load cases can be interpreted to be static,swelling, alternating or to have an arbitrary stress factor

    All linear combinations of the load cases will be calculatedwithin AutoFENA3D

    Fixed load cases

    Load case combinations are already calculated within theFEM-Code

    The stresses vary between the load cases

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    Calculation of linear combinations

    The load cases will be interpreted as user defined

    static:

    swelling: 0 to

    alternating: - to arbitrary: R=?

    All possible linear combinations will be calculatedautomatically

    The combinations are calculated by adding the stresstensors within the global coordinate system

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    The combination with the highest and the smallestprinciple stress S1 and S3 will be calculated

    In all other load combinations the smallest and the

    highest normal stress N3 and N1 in the direction ofthe principle stresses are searched

    The mean value and the amplitude are calculatedbetween the principle stress and the normal stressS1, N1 and S3, N3 respectively

    Critical load combination

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    Calculation of stress gradient

    The stress gradient is necessary tocalculate the plasticity factor (additional support)

    The stress gradient is calculated by

    the form functions of a 4-Node-Tetrahedron and a 8-Node-Hexahedron

    The stress gradient iscalculated for everynode on the surface

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    Example flange

    Load cases

    trosional momentbending momentnormal forceinternal pressure

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    Example flange

    Stress distribution

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    Example flange

    Different meshing

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    Result of FKM-Code

    Hexahedron mesh coarse Hexahedron mesh fine

    Utilisation ratio(The degree of fatigue strength capacity consumed)

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    Result of FKM-Code

    Tetrahedron mesh coarse Tetrahedron mesh fine

    Utilisation ratio

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    Summary

    Using the tool will lead to a faster assessment

    The selection of critical points by the user is omitted

    The calculation is more reliable

    Easier interpretation of results caused by visualizationover the whole assembly

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    stress material

    strength

    construction

    values

    construction static

    strength

    construction

    alternate strength

    construction fatiguelimit

    construction fatiguestrength

    safety factors

    assessment