2004
DOI: 10.1023/b:jamt.0000025026.52832.ea
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Stability, Paths, and Dynamic bending of a Blunt Body of Revolution Penetrating into an Elastoplastic Medium

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Cited by 8 publications
(6 citation statements)
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“…However, for certain positive yaw angles, the projectile is eventually pointing in the opposite direction (x=-) (Fig.10). This change in trajectory direction has been observed in penetration of blunt projectiles into geological media [ (Simonov and Osipenko(2004)]. Figure 12 shows the dependency of V cr on  1,  2 and L c /L.…”
Section: Surface Element I=0supporting
confidence: 54%
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“…However, for certain positive yaw angles, the projectile is eventually pointing in the opposite direction (x=-) (Fig.10). This change in trajectory direction has been observed in penetration of blunt projectiles into geological media [ (Simonov and Osipenko(2004)]. Figure 12 shows the dependency of V cr on  1,  2 and L c /L.…”
Section: Surface Element I=0supporting
confidence: 54%
“…The former belongs to a stability problem, and the latter belongs to projectile reverse in a curvilinear motion. Simonov and Osipenko(2004) reported an analytical study on the trajectory instability of hard blunt projectiles in low density rock medium for normal impact. They found that projectile instabilities can occur for large yaw angles.…”
Section: Surface Element I=0mentioning
confidence: 99%
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“…The trajectory instability and convergence of the curvilinear motion of projectile is driven by increase in impact velocity, projectile geometry, uniformity of grain size distribution within the soil mass, increase in grain size and porosity, and other striking parameters [66]. Analytical model for rigid projectile dynamics is proposed by Simonov and Osipenko [67] to analyze the trajectory and stability of the projectile during deep penetration in an elasto-plastic medium. A "differential area force law (DAFL)"-based analytical method, proposed by the AVCO Corporation [16] in which the projectile surface resistance is written as a quadratic function of velocity, is most effective in studying the projectile's curvilinear motion and stability during non-deformable projectile deep penetration into hard soil media [65].…”
Section: Projectile Non-normal Impact and Stabilitymentioning
confidence: 99%
“…A general framework of non-linear differential equations describing the projectile penetration has been established in previous studies (e.g. [17][18][19][20][21]) based on DAFL approach and semi-empirical resistance function. It has been found that the projectile trajectory may change abruptly around a critical impact velocity, which was considered as a trajectory instability problem [17].…”
Section: Waterways Experiments Station (Wes) To Develop 2-d (Penco2d) mentioning
confidence: 99%