Dynamic behavior of an aggregate material at simultaneous high pressure and strain rate: SHPB triaxial tests

被引:82
作者
Bailly, P. [1 ]
Delvare, F. [1 ]
Vial, J. [1 ,2 ]
Hanus, J. L. [1 ]
Biessy, M. [2 ]
Picart, D. [2 ]
机构
[1] ENSI Bourges, Inst PRISME, F-18020 Bourges, France
[2] CEA, DAM, F-37260 Monts, France
关键词
Aggregate material; Dynamic behavior; High pressure; High strain rate; Hopkinson bars; PLASTIC-DAMAGE MODEL; CONCRETE; COMPRESSION; COMPACTION; IGNITION; RANGE;
D O I
10.1016/j.ijimpeng.2010.10.005
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Low velocity impacts on energetic materials induce plastic deformations and sliding friction which can lead to ignition. If some ignition criteria have been proposed, the remaining difficulty is to characterize the mechanical behavior of the material when submitted to the corresponding solicitations (high pressure and high strain rate). Thus, a technique based on the Split Hopkinson Pressure Bars system is proposed to carry out a triaxial compression test. A cylindrical specimen is placed into a confining ring and is compressed by the system of bars. The ring prevents the radial extension of the specimen and creates a lateral confining pressure. The material and dimensions chosen for the ring maintain a constant radial pressure during the test. Some tests were carried out on an inert aggregate material and proved the validity of this experimental device. The experimental data processing shows the influence of both the pressure and the strain rate. The shear stresses, which contribute to thermal dissipation and then to the ignition threshold, increase according to the pressure. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:73 / 84
页数:12
相关论文
共 39 条
[1]  
Bailly P, 2009, DYNAMIC BEHAV CONCRE, P55
[2]  
Bragov A.M., 1994, DYMAT J, V1, P253
[3]   Experimental analysis of compaction of concrete and mortar [J].
Burlion, N ;
Pijaudier-Cabot, G ;
Dahan, N .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2001, 25 (15) :1467-1486
[4]  
Delmaire-Sizes F, 2007, P 34 INT PYR SEM ASS, P1005
[5]   IGNITION MECHANISMS OF EXPLOSIVES DURING MECHANICAL DEFORMATION [J].
FIELD, JE ;
SWALLOWE, GM ;
HEAVENS, SN .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1982, 382 (1782) :231-&
[6]   A testing technique for concrete under confinement at high rates of strain [J].
Forquin, P. ;
Gary, G. ;
Gatuingt, F. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2008, 35 (06) :425-446
[7]   An experimental method of measuring the confined. compression strength of geomaterials [J].
Forquin, P. ;
Arias, A. ;
Zaera, R. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2007, 44 (13) :4291-4317
[8]  
Forquin P, 2009, CEM CONC RES, V40, P321
[9]   Triaxial behaviour of concrete under high stresses: Influence of the loading path on compaction and limit states [J].
Gabet, Thomas ;
Malecot, Yann ;
Daudeville, Laurent .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (03) :403-412
[10]   Behaviour of quasi-brittle material at high strain rate. Experiment and modelling [J].
Gary, G ;
Bailly, P .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 1998, 17 (03) :403-420