2003
DOI: 10.1016/s0734-743x(02)00152-5
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Perforation of a thick plate by rigid projectiles

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Cited by 43 publications
(26 citation statements)
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“…3 and 4. The derived explicit formulae cover those for the normal perforation model developed earlier by the authors [14]. Predictions by those formulae are in good agreement with experimental results, as shown in Sect.…”
Section: Introductionsupporting
confidence: 82%
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“…3 and 4. The derived explicit formulae cover those for the normal perforation model developed earlier by the authors [14]. Predictions by those formulae are in good agreement with experimental results, as shown in Sect.…”
Section: Introductionsupporting
confidence: 82%
“…In the case of normal perforation of thick plate by rigid projectile, i.e., β = δ = 0, simple formulae can be easily deduced and are the same as those obtained previously by Chen and Li [14]. For example, Eqs.…”
Section: Normal Perforation Of Thick Plate By Rigid Projectilementioning
confidence: 66%
See 1 more Smart Citation
“…Backman et al [7] have revisited the perforation of projectiles into target and proposed an analytical model for ballistic velocities based on damage mechanisms. Chen et al [8] have compared two analytical models of ballistic curves and emphasize that the models of Forrestal et al [9] and Chen et al [10] are only applicable to the perforation of ductile metal plates by rigid sharp-nose projectiles. The petaling failure mode of circular plates under explosive and impact loading was developed by Wierzbicki [11], where the total energy absorbed by the system, the number of petals and the final deformed shape of the plate were determined as a function of the flow stress and the thickness of the plate as well as the parameters of the external loading.…”
Section: Introductionmentioning
confidence: 99%
“…The penetration event of a rigid-rod into a low-strength target has been extensively studied during the last decades due to its application in a wide range of research fields: mechanics of indentation and penetration [1,5,30]; soil mechanics [2,35]; prediction of the behavior of piles [19,27,31]; mechanical characterization of materials [8,32]; and nuclear structural engineering [4], among others. Mathematically, this event has been modeled by the expansion of a pressurized spherical cavity in an unbounded elasto-plastic medium [25].…”
Section: Introductionmentioning
confidence: 99%