Shock compression of dry and hydrated sand

被引:0
|
作者
Resnyansky, AD [1 ]
Bourne, NK [1 ]
机构
[1] DSTO, Weapons Syst Div, Edinburgh, SA 5111, Australia
关键词
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The use of stress gauges for characterization of the shock behaviour of porous materials is an important tool for the description of non-equilibrium response in shock compression. The present paper demonstrates that gauge measurements can be employed for both dry and hydrated sand. In a previous publication [Resnyansky, A. D., et al. J. Appl. Phys. 2003], a single-phase rate sensitive model was employed to describe tests for dry sand. In the present paper a two-phase model has been developed, which allows us to describe the dry and hydrated sand with a uniform approach. Specification of the material is achieved by involving air or water as a matrix material in a two-phase representation of the sand. The effect of the gauge embedding on the stress profiles is analysed numerically to understand features of the test records. Comparison of experimental and numerical results demonstrates a good agreement.
引用
收藏
页码:1474 / 1477
页数:4
相关论文
共 50 条
  • [1] Three-dimensional mesoscopic investigation on equation of state for dry sand under shock compression
    Li, Haoyang
    Kong, Xiangzhen
    Fang, Qin
    Hong, Jian
    Peng, Yong
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2022, 160
  • [2] The Shock and Release Properties of Dry and Wetted Silica Sand
    Perry, J. I.
    Braithwaite, C. H.
    Taylor, N. E.
    Jardine, A. P.
    [J]. SHOCK COMPRESSION OF CONDENSED MATTER - 2015, 2017, 1793
  • [3] The behaviour of dry sand under shock-loading
    Chaprnan, D. J.
    Tsembelis, K.
    Proud, W. G.
    [J]. Shock Compression of Condensed Matter - 2005, Pts 1 and 2, 2006, 845 : 1445 - 1448
  • [4] One-dimensional compression of a crushable sand in dry and wet conditions
    Wils, L.
    Van Impe, P. O.
    Haegeman, W.
    [J]. GEOMECHANICS FROM MICRO TO MACRO, VOLS I AND II, 2015, : 1403 - 1408
  • [5] Role of particle breakage in primary and secondary compression of wet and dry sand
    Ovalle, C.
    [J]. GEOTECHNIQUE LETTERS, 2018, 8 (02) : 161 - 164
  • [6] Modelling the shear strength and dilatancy of dry sand in triaxial compression tests
    Fern, J.
    Soga, K.
    Sakanoue, T.
    [J]. Geomechanics from Micro to Macro, Vols I and II, 2015, : 673 - 678
  • [7] Two-dimensional mesoscale simulations of shock response of dry sand
    Dwivedi, S. K.
    Pei, L.
    Teeter, R.
    [J]. JOURNAL OF APPLIED PHYSICS, 2015, 117 (08)
  • [8] Dry versus hydrated collagen scaffolds: are dry states representative of hydrated states?
    Tomáš Suchý
    Monika Šupová
    Martin Bartoš
    Radek Sedláček
    Marco Piola
    Monica Soncini
    Gianfranco Beniamino Fiore
    Pavla Sauerová
    Marie Hubálek Kalbáčová
    [J]. Journal of Materials Science: Materials in Medicine, 2018, 29
  • [9] Dry versus hydrated collagen scaffolds: are dry states representative of hydrated states?
    Suchy, Tomas
    Supova, Monika
    Bartos, Martin
    Sedlacek, Radek
    Piola, Marco
    Soncini, Monica
    Fiore, Gianfranco Beniamino
    Sauerova, Pavla
    Kalbacova, Marie Hubalek
    [J]. JOURNAL OF MATERIALS SCIENCE-MATERIALS IN MEDICINE, 2018, 29 (02)
  • [10] A Model to Predict Strain Rate Dependency of Dry Silica Sand in Triaxial Compression
    Suescun-Florez E.
    Iskander M.
    Bless S.
    [J]. Journal of Dynamic Behavior of Materials, 2015, 1 (04) : 447 - 461