Mehdi Omidvar, Joseph Dinotte, Louis Giacomo, Stephan Bless, Magued Iskander
{"title":"Dynamics of sand response to rapid penetration by rigid projectiles","authors":"Mehdi Omidvar, Joseph Dinotte, Louis Giacomo, Stephan Bless, Magued Iskander","doi":"10.1007/s10035-024-01440-4","DOIUrl":null,"url":null,"abstract":"<div><p>The response of dry sand to rapid penetration by a rigid projectile is investigated through a series of high-speed penetration experiments. A ballistic range is used to vertically launch cylindrical projectiles and a scaled version of a 155 mm M107 projectile at impact velocities of approximately 200 m/s into sand targets. A photon Doppler velocimeter is used to track projectiles from impact to rest in the soil target. Data collected from the experiments include the evolution of the cavity crown along with displacement, velocity, and acceleration time history. Analysis of the results reveal that the soil bulk density has a major role in penetration resistance at high relative densities. The role of bulk density diminishes at lower relative densities. Furthermore, the shape of the projectile nose has limited influence on the penetration response, due to the formation of a kernel of crushed sand at high velocities. The crushed sand kernel, known as the false nose, has a curved surface, and it can be approximated as a cone with a 60° apex angle. Only projectiles with a nose sharper than this value affect penetration resistance, while blunter noses effectively behave as 60° cones due to the formation of the false nose. A phenomenological equation of penetration resistance comprising inertial and frictional bearing resistance is used to describe the penetration response and predict the depth of burial (DoB) of the projectile in the soil target with reasonable accuracy.</p><h3>Graphical Abstract</h3>\n<div><figure><div><div><picture><img></picture></div></div></figure></div></div>","PeriodicalId":49323,"journal":{"name":"Granular Matter","volume":"26 3","pages":""},"PeriodicalIF":2.4000,"publicationDate":"2024-06-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Granular Matter","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10035-024-01440-4","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The response of dry sand to rapid penetration by a rigid projectile is investigated through a series of high-speed penetration experiments. A ballistic range is used to vertically launch cylindrical projectiles and a scaled version of a 155 mm M107 projectile at impact velocities of approximately 200 m/s into sand targets. A photon Doppler velocimeter is used to track projectiles from impact to rest in the soil target. Data collected from the experiments include the evolution of the cavity crown along with displacement, velocity, and acceleration time history. Analysis of the results reveal that the soil bulk density has a major role in penetration resistance at high relative densities. The role of bulk density diminishes at lower relative densities. Furthermore, the shape of the projectile nose has limited influence on the penetration response, due to the formation of a kernel of crushed sand at high velocities. The crushed sand kernel, known as the false nose, has a curved surface, and it can be approximated as a cone with a 60° apex angle. Only projectiles with a nose sharper than this value affect penetration resistance, while blunter noses effectively behave as 60° cones due to the formation of the false nose. A phenomenological equation of penetration resistance comprising inertial and frictional bearing resistance is used to describe the penetration response and predict the depth of burial (DoB) of the projectile in the soil target with reasonable accuracy.
期刊介绍:
Although many phenomena observed in granular materials are still not yet fully understood, important contributions have been made to further our understanding using modern tools from statistical mechanics, micro-mechanics, and computational science.
These modern tools apply to disordered systems, phase transitions, instabilities or intermittent behavior and the performance of discrete particle simulations.
>> Until now, however, many of these results were only to be found scattered throughout the literature. Physicists are often unaware of the theories and results published by engineers or other fields - and vice versa.
The journal Granular Matter thus serves as an interdisciplinary platform of communication among researchers of various disciplines who are involved in the basic research on granular media. It helps to establish a common language and gather articles under one single roof that up to now have been spread over many journals in a variety of fields. Notwithstanding, highly applied or technical work is beyond the scope of this journal.