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    Finite Element Simulation of Shielding/Intensification Effects of Primary Inclusion Clusters in High Strength Steels Under Fatigue Loading

    Source: Journal of Engineering Materials and Technology:;2014:;volume( 136 ):;issue: 003::page 31003
    Author:
    Salajegheh, Nima
    ,
    Prasannavenkatesan, R.
    ,
    McDowell, David L.
    ,
    Olson, Gregory B.
    ,
    Jou, Herng
    DOI: 10.1115/1.4027380
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The change of potency to nucleate cracks in high cycle fatigue (HCF) at a primary nonmetallic inclusion in a martensitic gear steel due to the existence of a neighboring inclusion is computationally investigated using twoand threedimensional elastoplastic finite element (FE) analyses. Fatigue indicator parameters (FIPs) are computed in the proximity of the inclusion and used to compare crack nucleation potency of various scenarios. The nonlocal average value of the maximum plastic shear strain amplitude is used in computing the FIP. Idealized spherical (cylindrical in 2D) inclusions with homogeneous linear elastic isotropic material properties are considered to be partially debonded, the worst case scenario for HCF crack nucleation as experimentally observed for similar systems (Furuya et al., 2004, “InclusionControlled Fatigue Properties of 1800 MpaClass Spring Steels,â€‌ Metall. Mater. Trans. A, 35A(12), pp. 3737–3744; Harkegard, 1974, “Experimental Study of the Influence of Inclusions on the Fatigue Properties of Steel,â€‌ Eng. Fract. Mech., 6(4), pp. 795–805; Lankford and Kusenberger, 1973, “Initiation of Fatigue Cracks in 4340 Steel,â€‌ Metall. Mater. Trans. A, 4(2), pp. 553–559; Laz and Hillberry, 1998, “Fatigue Life Prediction From Inclusion Initiated Cracks,â€‌ Int. J. Fatigue, 20(4), pp. 263–270). Inclusionmatrix interfaces are simulated using a frictionless contact penalty algorithm. The fully martensitic steel matrix is modeled as elasticplastic with pure nonlinear kinematic hardening expressed in a hardening minus dynamic recovery format. FE simulations suggest significant intensification of plastic shear deformation and hence higher FIPs when the inclusion pair is aligned perpendicular to the uniaxial stress direction. Relative to the reference case with no neighboring inclusion, FIPs decrease considerably when the inclusion pair aligns with the applied loading direction. These findings shed light on the anisotropic HCF response of alloys with primary inclusions arranged in clusters by virtue of the fracture of a larger inclusion during deformation processing. Materials design methodologies may also benefit from such costefficient parametric studies that explore the relative influence of microstructure attributes on the HCF properties and suggest strategies for improving HCF resistance of alloys.
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      Finite Element Simulation of Shielding/Intensification Effects of Primary Inclusion Clusters in High Strength Steels Under Fatigue Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/154902
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    contributor authorSalajegheh, Nima
    contributor authorPrasannavenkatesan, R.
    contributor authorMcDowell, David L.
    contributor authorOlson, Gregory B.
    contributor authorJou, Herng
    date accessioned2017-05-09T01:08:17Z
    date available2017-05-09T01:08:17Z
    date issued2014
    identifier issn0094-4289
    identifier othermats_136_03_031003.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/154902
    description abstractThe change of potency to nucleate cracks in high cycle fatigue (HCF) at a primary nonmetallic inclusion in a martensitic gear steel due to the existence of a neighboring inclusion is computationally investigated using twoand threedimensional elastoplastic finite element (FE) analyses. Fatigue indicator parameters (FIPs) are computed in the proximity of the inclusion and used to compare crack nucleation potency of various scenarios. The nonlocal average value of the maximum plastic shear strain amplitude is used in computing the FIP. Idealized spherical (cylindrical in 2D) inclusions with homogeneous linear elastic isotropic material properties are considered to be partially debonded, the worst case scenario for HCF crack nucleation as experimentally observed for similar systems (Furuya et al., 2004, “InclusionControlled Fatigue Properties of 1800 MpaClass Spring Steels,â€‌ Metall. Mater. Trans. A, 35A(12), pp. 3737–3744; Harkegard, 1974, “Experimental Study of the Influence of Inclusions on the Fatigue Properties of Steel,â€‌ Eng. Fract. Mech., 6(4), pp. 795–805; Lankford and Kusenberger, 1973, “Initiation of Fatigue Cracks in 4340 Steel,â€‌ Metall. Mater. Trans. A, 4(2), pp. 553–559; Laz and Hillberry, 1998, “Fatigue Life Prediction From Inclusion Initiated Cracks,â€‌ Int. J. Fatigue, 20(4), pp. 263–270). Inclusionmatrix interfaces are simulated using a frictionless contact penalty algorithm. The fully martensitic steel matrix is modeled as elasticplastic with pure nonlinear kinematic hardening expressed in a hardening minus dynamic recovery format. FE simulations suggest significant intensification of plastic shear deformation and hence higher FIPs when the inclusion pair is aligned perpendicular to the uniaxial stress direction. Relative to the reference case with no neighboring inclusion, FIPs decrease considerably when the inclusion pair aligns with the applied loading direction. These findings shed light on the anisotropic HCF response of alloys with primary inclusions arranged in clusters by virtue of the fracture of a larger inclusion during deformation processing. Materials design methodologies may also benefit from such costefficient parametric studies that explore the relative influence of microstructure attributes on the HCF properties and suggest strategies for improving HCF resistance of alloys.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFinite Element Simulation of Shielding/Intensification Effects of Primary Inclusion Clusters in High Strength Steels Under Fatigue Loading
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.4027380
    journal fristpage31003
    journal lastpage31003
    identifier eissn1528-8889
    treeJournal of Engineering Materials and Technology:;2014:;volume( 136 ):;issue: 003
    contenttypeFulltext
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