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    SUPG-Based Finite Element Method for Direct Material Property Determination Utilizing Full-Field Deformation Measurements

    Source: Journal of Applied Mechanics:;2024:;volume( 091 ):;issue: 008::page 81007-1
    Author:
    Rajan Kattil, Sreehari
    ,
    Bazilevs, Yuri
    ,
    Sutton, Michael
    ,
    Sockalingam, Subramani
    ,
    Kodagali, Karan
    ,
    Weerasooriya, Tusit
    ,
    Alexander, Stephen
    DOI: 10.1115/1.4065337
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A direct approach is developed using Streamline Upwind Petrov Galerkin (SUPG) concepts to determine the spatially varying property distribution in a nominally heterogeneous material. The approach is based on successful development of a SUPG-stabilized inverse finite element approach to solve the differential equations of equilibrium in terms of material properties, resulting in a matrix form [A] {E} = {R}, where [A] is a known function of measured axial strains (e.g., from StereoDIC) and axial positions, {R} is a known function of axial body forces, applied loads and reactions, and {E} is a vector of unknown material properties at discrete axial locations. Theoretical and computational developments for the SUPG-stabilized approach are described in detail for one-dimensional applications (e.g., heterogeneous tensile/compression specimens, tensile/compressive surfaces of beams). Property predictions using the SUPG method with analytic strains and additive Gaussian noise are shown to be in excellent agreement with known property values, whereas predictions using the classical Bubnov–Galerkin method exhibit large, spurious oscillations in the predicted material properties. To demonstrate the methodology using experimental measurements, a 3D-printed heterogeneous tensile specimen with independently measured material properties is tested and full-field strains measured at several load levels. Results confirm that SUPG finite element property predictions are in very good agreement with independently determined values at each load level along the specimen length, providing confidence that the SUPG FE analysis framework developed in this work is stable and extendable to multiple dimensions.
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      SUPG-Based Finite Element Method for Direct Material Property Determination Utilizing Full-Field Deformation Measurements

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    contributor authorRajan Kattil, Sreehari
    contributor authorBazilevs, Yuri
    contributor authorSutton, Michael
    contributor authorSockalingam, Subramani
    contributor authorKodagali, Karan
    contributor authorWeerasooriya, Tusit
    contributor authorAlexander, Stephen
    date accessioned2024-12-24T19:01:35Z
    date available2024-12-24T19:01:35Z
    date copyright6/6/2024 12:00:00 AM
    date issued2024
    identifier issn0021-8936
    identifier otherjam_91_8_081007.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303160
    description abstractA direct approach is developed using Streamline Upwind Petrov Galerkin (SUPG) concepts to determine the spatially varying property distribution in a nominally heterogeneous material. The approach is based on successful development of a SUPG-stabilized inverse finite element approach to solve the differential equations of equilibrium in terms of material properties, resulting in a matrix form [A] {E} = {R}, where [A] is a known function of measured axial strains (e.g., from StereoDIC) and axial positions, {R} is a known function of axial body forces, applied loads and reactions, and {E} is a vector of unknown material properties at discrete axial locations. Theoretical and computational developments for the SUPG-stabilized approach are described in detail for one-dimensional applications (e.g., heterogeneous tensile/compression specimens, tensile/compressive surfaces of beams). Property predictions using the SUPG method with analytic strains and additive Gaussian noise are shown to be in excellent agreement with known property values, whereas predictions using the classical Bubnov–Galerkin method exhibit large, spurious oscillations in the predicted material properties. To demonstrate the methodology using experimental measurements, a 3D-printed heterogeneous tensile specimen with independently measured material properties is tested and full-field strains measured at several load levels. Results confirm that SUPG finite element property predictions are in very good agreement with independently determined values at each load level along the specimen length, providing confidence that the SUPG FE analysis framework developed in this work is stable and extendable to multiple dimensions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSUPG-Based Finite Element Method for Direct Material Property Determination Utilizing Full-Field Deformation Measurements
    typeJournal Paper
    journal volume91
    journal issue8
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4065337
    journal fristpage81007-1
    journal lastpage81007-14
    page14
    treeJournal of Applied Mechanics:;2024:;volume( 091 ):;issue: 008
    contenttypeFulltext
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