Experimental Study on the Propagation of Low-Velocity Impact Waves in Sand Using Particle Image VelocimetrySource: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011DOI: 10.1061/(ASCE)GM.1943-5622.0001855Publisher: ASCE
Abstract: Particle image velocimetry (PIV) is a hybrid experimental–digital technique that allows for the noncontact measurement of the displacements and strains in granular media. It has seen widespread applications in the laboratory studies of geostatic problems, such as slope failures and ground deformation due to foundation punch-through. In recent years, the development of optical cameras with high temporal and spatial resolution opens the possibility of extending the PIV technique to dynamic problems such as those caused by impact. Using PIV for impact measurements requires the images to be taken at very high frame rates. In this paper, an attempt is made to capture the phenomenon of low-velocity impact wave propagation in sand using PIV. Details of the experimental setup are presented, and the key factors that affect the accuracy of the measurements are discussed. The PIV results are processed to obtain the displacement, velocity, and acceleration histories for particle patches at varying distances from the impact source. Comparisons are made against independent concurrent measurements recorded by two accelerometers embedded in the same soil sample, as well as the results from a dynamic finite-element analysis that computes the displacements and stresses in the sand due to the same impact loading. This study indicates that, for dynamic measurements in low-velocity impact experiments, the PIV technique offers a promising nonintrusive method of capturing the displacement, velocity, and acceleration histories over a wide range of locations in the sand mass without needing to embed sensors in the test sample.
|
Collections
Show full item record
contributor author | K. Balamonica | |
contributor author | Siang Huat Goh | |
contributor author | Kai Yang Toh | |
date accessioned | 2022-01-30T21:47:32Z | |
date available | 2022-01-30T21:47:32Z | |
date issued | 11/1/2020 12:00:00 AM | |
identifier other | %28ASCE%29GM.1943-5622.0001855.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4268847 | |
description abstract | Particle image velocimetry (PIV) is a hybrid experimental–digital technique that allows for the noncontact measurement of the displacements and strains in granular media. It has seen widespread applications in the laboratory studies of geostatic problems, such as slope failures and ground deformation due to foundation punch-through. In recent years, the development of optical cameras with high temporal and spatial resolution opens the possibility of extending the PIV technique to dynamic problems such as those caused by impact. Using PIV for impact measurements requires the images to be taken at very high frame rates. In this paper, an attempt is made to capture the phenomenon of low-velocity impact wave propagation in sand using PIV. Details of the experimental setup are presented, and the key factors that affect the accuracy of the measurements are discussed. The PIV results are processed to obtain the displacement, velocity, and acceleration histories for particle patches at varying distances from the impact source. Comparisons are made against independent concurrent measurements recorded by two accelerometers embedded in the same soil sample, as well as the results from a dynamic finite-element analysis that computes the displacements and stresses in the sand due to the same impact loading. This study indicates that, for dynamic measurements in low-velocity impact experiments, the PIV technique offers a promising nonintrusive method of capturing the displacement, velocity, and acceleration histories over a wide range of locations in the sand mass without needing to embed sensors in the test sample. | |
publisher | ASCE | |
title | Experimental Study on the Propagation of Low-Velocity Impact Waves in Sand Using Particle Image Velocimetry | |
type | Journal Paper | |
journal volume | 20 | |
journal issue | 11 | |
journal title | International Journal of Geomechanics | |
identifier doi | 10.1061/(ASCE)GM.1943-5622.0001855 | |
page | 13 | |
tree | International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011 | |
contenttype | Fulltext |