Resistance of concrete protected by fabric to projectile impact

被引:47
作者
Vossoughi, Fariborz
Ostertag, Claudia P. [1 ]
Monteiro, Paulo J. M.
Johnson, George C.
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[2] Univ Calif Berkeley, Dept Mech Engn, Berkeley, CA 94720 USA
关键词
concrete; impact; projectile; fabric; penetration; perforation; energy;
D O I
10.1016/j.cemconres.2006.09.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reports on impact behavior of concrete panels protected by Polypropylene and Zylon fabric, respectively. Concrete panels were cast with different thickness and subjected to impact by a steel projectile. The initial and residual velocities were measured experimentally and the energy absorbed by the different concrete panels with and without fabric was calculated. All concrete panels were able to absorb almost all the kinetic energy of the projectiles. For concrete panels protected by fabric scabbing of concrete from the back face was considerably reduced and the debris contained by the fabric. Upper and lower bounds are proposed for energy absorbed per unit thickness and penetration results are compared with the available empirical formulas. It is shown that current penetration equations do not accurately predict impact parameters for concrete protected by fabric. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:96 / 106
页数:11
相关论文
共 23 条
[1]  
ALMANSA EM, 1999, CEMENT CONCRETE RES, P1807
[2]   MECHANICS OF PENETRATION OF PROJECTILES INTO TARGETS [J].
BACKMAN, ME ;
GOLDSMITH, W .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 1978, 16 (01) :1-99
[3]   Deep penetration of a non-deformable projectile with different geometrical characteristics [J].
Chen, XW ;
Li, QM .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2002, 27 (06) :619-637
[4]  
Dancygier AN, 1998, ACI STRUCT J, V95, P291
[5]   High strength concrete response to hard projectile impact [J].
Dancygier, AN ;
Yankelevsky, DZ .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 1996, 18 (06) :583-599
[6]   A spherical cavity-expansion penetration model for concrete targets [J].
Forrestal, MJ ;
Tzou, DY .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1997, 34 (31-32) :4127-4146
[7]   AN EMPIRICAL-EQUATION FOR PENETRATION DEPTH OF OGIVE-NOSE PROJECTILES INTO CONCRETE TARGETS [J].
FORRESTAL, MJ ;
ALTMAN, BS ;
CARGILE, JD ;
HANCHAK, SJ .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 1994, 15 (04) :395-405
[8]   PENETRATION INTO TARGETS DESCRIBED BY LOCKED HYDROSTATS AND SHEAR-STRENGTH [J].
FORRESTAL, MJ ;
NORWOOD, FR ;
LONGCOPE, DB .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1981, 17 (09) :915-924
[9]   Non-ideal projectile impact on targets [J].
Goldsmith, W .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 1999, 22 (2-3) :95-395
[10]   PERFORATION OF CONCRETE SLABS WITH 48-MPA (7-KSI) AND 140-MPA (20-KSI) UNCONFINED COMPRESSIVE STRENGTHS [J].
HANCHAK, SJ ;
FORRESTAL, MJ ;
YOUNG, ER ;
EHRGOTT, JQ .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 1992, 12 (01) :1-7