Volume 40 Issue 12
Dec.  2020
Turn off MathJax
Article Contents
WEI Jiuqi, ZHANG Chunxiao, CAO Shaohua, WANG Shihe, LI Lei. A volume stress correction method for SHPB passiveconfined pressure of granular materials[J]. Explosion And Shock Waves, 2020, 40(12): 124201. doi: 10.11883/bzycj-2019-0411
Citation: WEI Jiuqi, ZHANG Chunxiao, CAO Shaohua, WANG Shihe, LI Lei. A volume stress correction method for SHPB passiveconfined pressure of granular materials[J]. Explosion And Shock Waves, 2020, 40(12): 124201. doi: 10.11883/bzycj-2019-0411

A volume stress correction method for SHPB passiveconfined pressure of granular materials

doi: 10.11883/bzycj-2019-0411
  • Received Date: 2019-10-24
  • Rev Recd Date: 2020-01-19
  • Publish Date: 2020-12-05
  • Aiming to overcome the disadvantages and demerits in the stress calculation in the passive confinement pressure SHPB tests of granular materials, a numerical modified approach is proposed in the present paper. The modified approach is also verified by finite element numerical simulation and experimental results. The results show that when the length of specimen is much shorter than the length of thick-walled hollow cylinder, the edge effects will lead to a non-uniform distribution of deformation along the length of hollow cylinder. Therefore, the configuration of thick-walled cannot be simplified as a plain stress problem when calculating the stress and deformation state of granular material. Due to the fact that the thick-walled hollow cylinder is elastic, the real radial stress in the hollow cylinder is proportional to the theoretical predictions. The proportionality coefficient has a quadratic function relation with the length of specimen.
  • loading
  • [1]
    钱七虎, 王明洋. 三相介质饱和土自由场中爆炸波的传播规律 [J]. 爆炸与冲击, 1994, 14(2): 97–104.

    QIAN Q H, WANG M Y. Propagation of explosive wave in the free-field of three-phase saturated soil [J]. Explosion and Shock Waves, 1994, 14(2): 97–104.
    [2]
    SONG B, CHEN W, LUK V. Impact compressive response of dry sand [J]. Mechanics of Materials, 2009, 41(6): 777–785. DOI: 10.1016/j.mechmat.2009.01.003.
    [3]
    赵章泳, 邱艳宇, 紫民, 等. 含水率对非饱和钙质砂动力特性影响的试验研究 [J]. 爆炸与冲击, 2019, 40(2): 023102. DOI: 10.11883/bzycj-2019-0066.

    ZHAO Z Y, QIU Y Y, ZI Min, et al. Experimental study on dynamic compression of unsaturated calcareous sand [J]. Explosion and Shock Waves, 2019, 40(2): 023102. DOI: 10.11883/bzycj-2019-0066.
    [4]
    魏久淇, 王明洋, 邱艳宇, 等. 钙质砂动态力学特性试验研究 [J]. 振动与冲击, 2018, 37(24): 7–12. DOI: 10.13465/j.cnki.jvs.2018.24.002.

    WEI J Q, WANG M Y, QIU Y Y, et al. Impact compressive response of calcareous sand [J]. Journal of Vibration and Shock, 2018, 37(24): 7–12. DOI: 10.13465/j.cnki.jvs.2018.24.002.
    [5]
    魏久淇, 吕亚茹, 刘国权, 等. 钙质砂一维冲击响应及吸能特性试验 [J]. 岩土力学, 2019, 40(1): 191–198, 206. DOI: 10.16285/j.rsm.2017.1235.

    WEI J Q, LÜ Y R, LIU G Q. et al One-dimensional impact responses and energy absorption of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(1): 191–198, 206. DOI: 10.16285/j.rsm.2017.1235.
    [6]
    文祝, 邱艳宇, 紫民, 等. 钙质砂的准一维应变压缩试验研究 [J]. 爆炸与冲击, 2019, 39(3): 033103. DOI: 10.11883/bzycj-2018-0015.

    WEN Z, QIU Y Y, ZI M, et al. Experimental study on quasi-one-dimensional strain compression of calcareous sand [J]. Explosion and Shock Waves, 2019, 39(3): 033103. DOI: 10.11883/bzycj-2018-0015.
    [7]
    于潇, 陈力, 方秦. 珊瑚砂中应力波衰减规律的实验研究 [J]. 岩石力学与工程学报, 2018, 37(6): 1520–1529. DOI: 10.13722/j.cnki.jrme.2018.0147.

    YU X, CHEN L, FANG Q. Experimental study on the attenuation of stress wave in coral sand [J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(6): 1520–1529. DOI: 10.13722/j.cnki.jrme.2018.0147.
    [8]
    BARR A D, CLARKE S D, TYAS A, et al. Effect of moisture content on high strain rate compressibility and particle breakage in loose sand [J]. Experimental Mechanics, 2018, 58(8): 1331–1334. DOI: 10.1007/s11340-018-0405-4.
    [9]
    ROSS C A, THOMPSON P Y, CHARLIE W A, et al. Transmission of pressure waves in partially saturated soils [J]. Experimental Mechanics, 1989, 29(1): 80–83. DOI: 10.1007/BF02327786.
    [10]
    MARTIN B E, KABIR Md E, CHEN W. Undrained high-pressure and high strain-rate response of dry sand under triaxial loading [J]. International Journal of Impact Engineering, 2013, 54: 51–63. DOI: 10.1016/j.ijimpeng.2012.10.008.
    [11]
    LUO H Y, COOPER W L, LU H B. Effects of particle size and moisture on the compressive behavior of dense Eglin sand under confinement at high strain rates [J]. International Journal of Impact Engineering, 2014, 65: 40–55. DOI: 10.1016/j.ijimpeng.2013.11.001.
    [12]
    OMIDVAR M, ISKANDER M, BLESS S. Stress-strain behavior of sand at high strain rates [J]. International Journal of Impact Engineering, 2012, 49: 192–213. DOI: 10.1016/j.ijimpeng.2012.03.004.
    [13]
    YAMAMURO J A, ABRANTES A E, LADE P V. Effect of strain rate on the stress-strain behavior of sand [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137(12): 1169–1178. DOI: 10.1061/(ASCE)GT.1943-5606.0000542.
    [14]
    MARTIN B E, CHEN W N, SONG B, et al. Moisture effects on the high strain-rate behavior of sand [J]. Mechanics of Materials, 2009, 41(6): 786–798. DOI: 10.1016/j.mechmat.2009.01.014.
    [15]
    BRAGOV A M, LOMUNOV A K, SERGEICHEV I V, et al. Determination of physicomechanical properties of soft soils from medium to high strain rates [J]. International Journal of Impact Engineering, 2008, 35(9): 967–976. DOI: 10.1016/j.ijimpeng.2007.07.004.
    [16]
    BRAGOV A M, GRUSHEVSKY G M, LOMUNOV A K. Use of the Kolsky method for confined tests of soft soils [J]. Experimental Mechanics, 1996, 36(3): 237–242. DOI: 10.1007/BF02318013.
    [17]
    RAVI-CHANDAR K, Ma Z. Inelastic deformation in polymers under multiaxial compression [J]. Mechanics of Time-Dependent Materials, 2000, 4(4): 333–357. DOI: 10.1023/a:1026570826226.
    [18]
    FORQUIN P, GARY G, GATUINGT F. A testing technique for concrete under confinement at high rates of strain [J]. International Journal of Impact Engineering, 2008, 35(6): 425–446. DOI: 10.1016/j.ijimpeng.2007.04.007.
    [19]
    徐秉业. 应用弹塑性力学[M]. 北京: 清华大学出版社, 1995.
    [20]
    国家质量技术监督局, 中华人民共和国建设部. GBT/50123 土工试验方法标准[S]. 北京: 中国计划出版社, 1999.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(15)  / Tables(1)

    Article Metrics

    Article views (1443) PDF downloads(72) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return