A unified approach for concrete impact
A unified approach for concrete impact
复制标题
实现具体影响的统一方法
DOI:
10.1016/j.ijimpeng.2014.11.015
复制
发表时间:
2015-03-01
影响因子:
5.1
通讯作者:
Xian, Y. X.
中科院分区:
文献类型:
--
作者:
Wen, H. M.;Xian, Y. X.
A unified approach is presented herein for concrete impact which represents an extension and further development of the UMIST formulae. The paper consists of two parts, i.e. a critical overview and assessment of the accuracy of the UMIST formulae in the wake of the new test results and the data made available recently; derivation of a new set of empirical equations by introducing a previously suggested mean resistive pressure to predict the depth of penetration, through-thickness cone cracking, scabbing and perforation of reinforced concrete targets subjected to projectile impact. It is shown that the UMIST formulae can be used with reasonable confidence for large mass low velocity projectile impact onto reinforced concrete targets and that they considerably underestimate the scabbing of reinforced concrete targets struck by non-flat-ended missiles and significantly overpredict the perforation of very thick concrete targets as compared to the experimental data. It is also shown that the present empirical formulae are in good agreement with available experimental data over a wider range of impact conditions, being applicable not only to flat-faced projectiles but also to non-flat-ended (i.e., conical-, spherical-, ogival-nosed) missiles; not only to low strength concrete but also to high strength concrete; not only to low impact velocity but also to high impact velocity and that the modified UMIST formulae are in reasonable agreement with available test data. (C) 2014 Elsevier Ltd. All rights reserved.