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第 46 卷          高    矗,等: 剪切增强和应变率效应对混凝土类材料状态方程的影响                              第 2 期

               [12]   MALVAR L J, CRAWFORD J E, WESEVICH J W, et al. A plasticity concrete material model for DYNA3D [J]. International
                    Journal of Impact Engineering, 1997, 19(9/10): 847–873. DOI: 10.1016/S0734-743X(97)00023-7.
               [13]   KONG  X  Z,  FANG  Q,  CHEN  L,  et  al.  A  new  material  model  for  concrete  subjected  to  intense  dynamic  loadings  [J].
                    International Journal of Impact Engineering, 2018, 120: 60–78. DOI: 10.1016/j.ijimpeng.2018.05.006.
               [14]   CUI  J,  HAO  H,  SHI  Y  C,  et  al.  Volumetric  properties  of  concrete  under  true  triaxial  dynamic  compressive  loadings  [J].
                    Journal of Materials in Civil Engineering, 2019, 31(7): 04019126. DOI: 10.1061/(ASCE)MT.1943-5533.0002776.
               [15]   MEYERS M A. Dynamic behavior of materials [M]. New York: John Wiley & Sons, Inc. , 1994: 98, 117–179. DOI: 10.1002/
                    9780470172278.
               [16]   王海兵. 岩石本构模型及地下爆炸力学效应数值研究 [D]. 北京: 北京理工大学, 2018: 45–60. DOI: 10.26948/d.cnki.
                    gbjlu.2018.000264.
                    WANG H B. Study on rock constitutive model and mechanical effects numerical simulation of underground explosion [D].
                    Beijing: Beijing Institute of Technology, 2018: 45–60. DOI: 10.26948/d.cnki.gbjlu.2018.000264.
               [17]   GEBBEKEN  N,  GREULICH  S,  PIETZSCH  A.  Hugoniot  properties  for  concrete  determined  by  full-scale  detonation
                    experiments  and  flyer-plate-impact  tests  [J].  International  Journal  of  Impact  Engineering,  2006,  32(12):  2017–2031.  DOI:
                    10.1016/j.ijimpeng.2005.08.003.
               [18]   HERRMANN  W.  Constitutive  equation  for  the  dynamic  compaction  of  ductile  porous  materials  [J].  Journal  of  Applied
                    Physics, 1969, 40(6): 2490–2499. DOI: 10.1063/1.1658021.
               [19]   STRALEY Ш H W. The physics of high pressure. P. W. Bridgman [J]. The Journal of Geology, 1933, 41(1): 106. DOI: 10.
                    1086/624011.
               [20]   NEEL C. Compaction and spall of UHPC concrete under shock conditions [J]. Journal of Dynamic Behavior of Materials,
                    2018, 4(4): 505–528. DOI: 10.1007/s40870-018-0173-3.
               [21]   PIOTROWSKA E, FORQUIN P. Experimental investigation of the confined behavior of dry and wet high-strength concrete:
                    quasi static versus dynamic loading [J]. Journal of Dynamic Behavior of Materials, 2015, 1(2): 191–200. DOI: 10.1007/s40870-
                    015-0017-3.
               [22]   LI M, CUI J, SHI Y C, et al. Experimental study on the size effect on the equation of state of concretes under shock loading [J].
                    Defence Technology, 2024, 33: 160–167. DOI: 10.1016/j.dt.2023.06.014.
                                                           ®
               [23]   Livermore Software Technology Corporation. LS-DYNA  keyword user’s manual volume I (LS-DYNA R11) [R]. Livermore:
                    Livermore Software Technology Corporation (LSTC), 2018.
               [24]   孔祥振, 方秦. 基于  SPH  方法对强动载下混凝土结构损伤破坏的数值模拟研究 [J]. 中国科学: 物理学 力学 天文学,
                    2020, 50(2): 024605. DOI: 10.1360/SSPMA-2019-0186.
                    KONG X Z, FANG Q. Numerical predictions of failures in concrete structures subjected to intense dynamic loadings using the
                    Smooth Particle Hydrodynamics method [J]. SCIENTIA SINICA Physica, Mechanica & Astronomica, 2020, 50(2): 024605.
                    DOI: 10.1360/SSPMA-2019-0186.
               [25]   WU  C  T,  WU  Y  C,  CRAWFORD  J  E,  et  al.  Three-dimensional  concrete  impact  and  penetration  simulations  using  the
                    smoothed  particle  Galerkin  method  [J].  International  Journal  of  Impact  Engineering,  2017,  106:  1–17.  DOI:  10.1016/j.
                    ijimpeng.2017.03.005.
               [26]   方秦, 高矗, 孔祥振, 等. 主体结构荷载可控的新型组合式防护结构            (Ⅰ): 抗爆机制 [J]. 爆炸与冲击, 2024, 44(11): 111001.
                    DOI: 10.11883/bzycj-2023-0459.
                    FANG Q, GAO C, KONG X Z, et al. A new composite protective structure based on the controllability of blast load on the
                    structure layer (Ⅰ): blast resistance mechanism [J]. Explosion and Shock Waves, 2024, 44(11): 111001. DOI: 10.11883/bzycj-
                    2023-0459.
               [27]   WANG L B, BAI Z, QIAN B W, et al. Research on the damage effects of buried explosions concerning the crater size and
                    peak wave [J]. International Journal of Impact Engineering, 2025, 206: 105410. DOI: 10.1016/j.ijimpeng.2025.105410.
               [28]   YANG Y Z, FANG Q, KONG X Z. Failure mode and stress wave propagation in concrete target subjected to a projectile
                    penetration  followed  by  charge  explosion:  experimental  and  numerical  investigation  [J].  International  Journal  of  Impact
                    Engineering, 2023, 177: 104595. DOI: 10.1016/j.ijimpeng.2023.104595.
               [29]   YANG Y Z, KONG X Z, TANG J J, et al. Experimental and numerical investigation on projectile penetration resistance of
                    prefabricated concrete targets [J]. International Journal of Impact Engineering, 2024, 193: 105053. DOI: 10.1016/j.ijimpeng.
                    2024.105053.


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