Technical Papers
Sep 15, 2012

Cylindrical Cavity Expansion Penetration Model for Concrete Targets with Shear Dilatancy

Publication: Journal of Engineering Mechanics
Volume 139, Issue 9

Abstract

A dynamic cylindrical cavity expansion model is presented herein to predict the penetration of concrete targets subjected to impact by conical-nosed projectiles at normal incidence. It is assumed that cavity expansion in an infinite concrete target produces three response regions: elastic, cracked, and comminuted regions. To allow for compressibility or dilatancy of the material in the comminuted region, a dilatant-kinematic relation is introduced in this paper. A procedure is first given to calculate the radial stress at the cavity surface, and then, a numerical method is used to calculate the results of penetration with friction being taken into account. It transpires that the present model predictions are in reasonable agreement with the available experimental data.

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Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 139Issue 9September 2013
Pages: 1260 - 1267

History

Received: Mar 12, 2011
Accepted: Sep 12, 2012
Published online: Sep 15, 2012
Published in print: Sep 1, 2013

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Authors

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X. J. Guo
Research Student, Chinese Academy of Sciences (CAS) Key Laboratory for Mechanical Behavior and Design of Materials, Univ. of Science and Technology of China, Hefei 230027, China.
T. He
Research Student, Chinese Academy of Sciences (CAS) Key Laboratory for Mechanical Behavior and Design of Materials, Univ. of Science and Technology of China, Hefei 230027, China.
Professor, Chinese Academy of Sciences (CAS) Key Laboratory for Mechanical Behavior and Design of Materials, Univ. of Science and Technology of China, Hefei 230027, China (corresponding author). E-mail: [email protected]

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