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    Image-Based Lagrangian Analysis of Granular Kinematics

    Source: Journal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 006
    Author:
    Mehdi Omidvar
    ,
    Zhibo (Chris) Chen
    ,
    Magued Iskander
    DOI: 10.1061/(ASCE)CP.1943-5487.0000433
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, algorithms to describe mesoscale and microscale kinematics of granular flow using image analysis are described. At the mesoscale, digital image correlation (DIC) is employed to derive displacement fields, from which rigid body rotation and strains are calculated using continuum mechanics descriptions of kinematics. Moreover, Lagrangian and Eulerian trajectories are obtained from DIC analysis. At the microscale, individual particle kinematics is resolved using particle identification and tracking algorithms. Microscale analysis of kinematics is then performed using definitions of affine and nonaffine local motion. In order to demonstrate the application of the algorithms an experimental setup of pile penetration in a plane strain calibration chamber is presented. Mesoscale and microscale analysis is performed on high-resolution images acquired from incremental jacking of the pile. It is shown through analysis of captured images that the developed tools can be effectively employed in the study of granular flow, particularly in the presence of soil-structure interaction.
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      Image-Based Lagrangian Analysis of Granular Kinematics

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    contributor authorMehdi Omidvar
    contributor authorZhibo (Chris) Chen
    contributor authorMagued Iskander
    date accessioned2017-05-08T22:29:02Z
    date available2017-05-08T22:29:02Z
    date copyrightNovember 2015
    date issued2015
    identifier other46408395.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81351
    description abstractIn this paper, algorithms to describe mesoscale and microscale kinematics of granular flow using image analysis are described. At the mesoscale, digital image correlation (DIC) is employed to derive displacement fields, from which rigid body rotation and strains are calculated using continuum mechanics descriptions of kinematics. Moreover, Lagrangian and Eulerian trajectories are obtained from DIC analysis. At the microscale, individual particle kinematics is resolved using particle identification and tracking algorithms. Microscale analysis of kinematics is then performed using definitions of affine and nonaffine local motion. In order to demonstrate the application of the algorithms an experimental setup of pile penetration in a plane strain calibration chamber is presented. Mesoscale and microscale analysis is performed on high-resolution images acquired from incremental jacking of the pile. It is shown through analysis of captured images that the developed tools can be effectively employed in the study of granular flow, particularly in the presence of soil-structure interaction.
    publisherAmerican Society of Civil Engineers
    titleImage-Based Lagrangian Analysis of Granular Kinematics
    typeJournal Paper
    journal volume29
    journal issue6
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000433
    treeJournal of Computing in Civil Engineering:;2015:;Volume ( 029 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian