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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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