Page 121 - 《爆炸与冲击》2023年第2期
P. 121

第 43 卷          郝礼楷,等: JPC聚能装药对钢筋混凝土墙毁伤效应的试验与数值模拟研究                              第 2 期

               [12]  GERAMI N D, LIAGHAT G H, MOGHADAS G H R S, et al. Analysis of liner effect on shaped charge penetration into thick
                    concrete targets [J]. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2017, 39(8): 3189–3201. DOI:
                    10.1007/s40430-017-0797-6.
               [13]  WANG  C,  MA  T  B,  NING  J  G.  Experimental  investigation  of  penetration  performance  of  shaped  charge  into  concrete
                    targets [J]. Acta Mechanica Sinica, 2008, 24(3): 345. DOI: 10.1007/s10409-008-0160-3.
               [14]  WU Y C, CRAWFORD J E. Numerical modeling of concrete using a partially associative plasticity model [J]. Journal of
                    Engineering Mechanics, 2015, 141(12): 04015051. DOI: 10.1061/(ASCE)EM.1943-7889.0000952.
               [15]  HONG  J,  FANG  Q,  CHEN  L,  et  al.  Numerical  predictions  of  concrete  slabs  under  contact  explosion  by  modified  K&C
                    material  model  [J].  Construction  and  Building  Materials,  2017,  155(11): 1013–1024.  DOI:  10.1016/j.conbuildmat.2017.
                    08.060.
               [16]  MAO  L,  BARNETT  S,  BEGG  D,  et  al.  Numerical  simulation  of  ultra  high  performance  fibre  reinforced  concrete  panel
                    subjected to blast loading [J]. International Journal of Impact Engineering, 2014, 64: 91–100. DOI: 10.1016/j.ijimpeng.2013.
                    10.003.
               [17]  KONG X Z, FANG Q, LI Q M, et al. Modified K&C model for cratering and scabbing of concrete slabs under projectile
                    impact [J]. International Journal of Impact Engineering, 2017, 108: 217–228. DOI: 10.1016/j.ijimpeng.2017.02.016.
               [18]  LIN X S, GRAVINA R J. An effective numerical model for reinforced concrete beams strengthened with high performance
                    fibre reinforced cementitious composites [J]. Materials and Structures, 2017, 50(5): 212. DOI: 10.1617/s11527-017-1085-8.
               [19]  LEE  M  J,  PARK  G  K,  KIM  S  W,  et  al.  Damage  characteristics  of  high-performance  fiber-reinforced  cement  composites
                    panels subjected to projectile impact [J]. International Journal of Mechanical Sciences, 2022, 214: 106919. DOI: 10.1016/j.
                    ijmecsci.2021.106919.
               [20]  CRAWFORD J E, WU Y C, MAGALLANES J M, et al. The importance of shear-dilatancy behaviors in RC columns [J].
                    International Journal of Protective Structures, 2013, 4(3): 341–377. DOI: 10.1260/2041-4196.4.3.341.
               [21]  LI  J,  ZHANG  Y  X.  Evaluation  of  constitutive  models  of  hybrid-fibre  engineered  cementitious  composites  under  dynamic
                    loadings [J]. Construction and Building Materials, 2012, 30: 149–160. DOI: 10.1016/j.conbuildmat.2011.11.031.
               [22]  许香照, 马天宝, 郝莉. 大口径聚能装药侵彻厚混凝土靶板的数值模拟及实验研究 [J]. 中国科学:技术科学, 2016, 46(4):
                    339–348. DOI: 10.1360/N092016-00004.
                    XU X Z, MA T B, HAO L. Experimental and numerical investigation on heavy-caliber shaped-charge penetration in thick
                    concrete target [J]. Scientia Sinica: Technologica, 2016, 46(4): 339–348. DOI: 10.1360/N092016-00004.
               [23]  ABDEL-KADER M. Numerical predictions of the behaviour of plain concrete targets subjected to impact [J]. International
                    Journal of Protective Structures, 2018, 9(3): 313–346. DOI: 10.1177/2041419618759109.
               [24]  XU  H,  WEN  H  M.  Semi-empirical  equations  for  the  dynamic  strength  enhancement  of  concrete-like  materials  [J].
                    International Journal of Impact Engineering, 2013, 60: 76–81. DOI: 10.1016/j.ijimpeng.2013.04.005.
               [25]  MALVAR L J, ROSS C. A review of strain rate effects for concrete in tension [J]. ACI Materials Journal, 1998, 95: 735–739.
               [26]  KONG X Z, FANG Q, ZHANG J H, et al. Numerical prediction of dynamic tensile failure in concrete by a corrected strain-
                    rate dependent nonlocal material model [J]. International Journal of Impact Engineering, 2020, 137: 103445. DOI: 10.1016/j.
                    ijimpeng.2019.103445.
               [27]  Comite Euro-International Du Beton. CEB-FIP model code 1990: design code[M]. London: Thomas Telford Publishing, 1993.
               [28]  YANKELEVSKY D, FELDGUN V. The embedment of a high velocity rigid ogive nose projectile into a concrete target [J].
                    International Journal of Impact Engineering, 2020, 144: 103631. DOI: 10.1016/j.ijimpeng.2020.103631.
               [29]  LI Q M, TONG D J. Perforation thickness and ballistic limit of concrete target subjected to rigid projectile impact [J]. Journal
                    of Engineering Mechanics, 2003, 129(9): 1083–1091. DOI: 10.1061/(ASCE)0733-9399(2003)129:9(1083.
               [30]  LI P P, BROUWERS H J H, YU Q L. Influence of key design parameters of ultra-high performance fibre reinforced concrete
                    on in-service bullet resistance [J]. International Journal of Impact Engineering, 2020, 136: 103434. DOI: 10.1016/j.ijimpeng.
                    2019.103434.
               [31]  MENG C M, TAN Q H, JIANG Z G, et al. Approximate solutions of finite dynamic spherical cavity-expansion models for
                    penetration into elastically confined concrete targets [J]. International Journal of Impact Engineering, 2018, 114: 182–193.
                    DOI: 10.1016/j.ijimpeng.2018.01.001.
               [32]  CAO  Y  Y,  YU  Q  L,  TANG  W  H,  et  al.  Numerical  investigation  on  ballistic  performance  of  coarse-aggregated  layered
                    UHPFRC [J]. Construction and Building Materials, 2020, 250: 118867. DOI: 10.1016/j.conbuildmat.2020.118867.
                                                                                          (责任编辑    王易难)




                                                         023302-15
   116   117   118   119   120   121   122   123   124   125   126