Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/20590
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dc.contributor.authorBernard, Robert S.-
dc.date.accessioned2017-01-11T18:50:26Z-
dc.date.available2017-01-11T18:50:26Z-
dc.date.issued1976-02-
dc.identifier.urihttp://hdl.handle.net/11681/20590-
dc.descriptionTechnical Report-
dc.descriptionAbstract: Existing shallow penetration theory (which is based on cavity expansion theory) is modified and extended for application to deep penetration in homogeneous and layered targets. This is accomplished by means of a postulated relation between the target penetration resistance and the so-called "solid Reynolds number." The predictions of the modified theory are shown to be in approximate agreement with experimental, empirical, and two-dimensional finite-difference results for shallow as well as deep penetration in metal, rock, concrete, and cohesive soil targets.-
dc.publisherSoils and Pavements Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1045149-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created in Microsoft Word and Adobe Acrobat-
dc.subjectProjectile penetration-
dc.subjectSoil mechanics-
dc.subjectNumerical models-
dc.subjectMathematical models-
dc.titleDevelopment of a projectile penetration theory. Report 2, Deep penetration theory for homogeneous and layered targets-
dc.typeReporten_US
Appears in Collections:Technical Report

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