Page 101 - 《爆炸与冲击》2026年第9期
P. 101

第 46 卷     吴    平,等: 接触爆炸荷载作用下钢筋混凝土板细观数值模拟及应力波的传播机理                             第 9 期

               [3]   YANG  C  Z,  JIA  X,  HUANG  Z  X,  et  al.  Damage  of  full-scale  reinforced  concrete  beams  under  contact  explosion  [J].
                    International Journal of Impact Engineering, 2022, 163: 104180. DOI: 10.1016/j.ijimpeng.2022.104180.
               [4]   THIAGARAJAN  G,  KADAMBI  A  V,  ROBERT  S,  et  al.  Experimental  and  finite  element  analysis  of  doubly  reinforced
                    concrete slabs subjected to blast loads [J]. International Journal of Impact Engineering, 2015, 75: 162–173. DOI: 10.1016/j.
                    ijimpeng.2014.07.018.
               [5]   GAO  C  Y,  YAN  J  B,  LIU  Y,  et  al.  Spalling  damage  on  steel  reinforced  concrete  structures  under  deep  embedded
                    explosion [J]. Engineering Structures, 2025, 343: 121093. DOI: 10.1016/j.engstruct.2025.121093.
               [6]   ZHAO C F, YE X, HE K C, et al. Numerical study and theoretical analysis on blast resistance of fabricated concrete slab [J].
                    Journal of Building Engineering, 2020, 32: 101760. DOI: 10.1016/j.jobe.2020.101760.
               [7]   王辉明, 刘飞, 晏麓晖, 等. 接触爆炸荷载对钢筋混凝土梁的局部毁伤效应 [J]. 爆炸与冲击, 2020, 40(12): 121404. DOI:
                    10.11883/bzycj-2020-0171.
                    WANG  H  M,  LIU  F,  YAN  L  H,  et  al.  Local  damage  effects  of  reinforced  concrete  beams  under  contact  explosions  [J].
                    Explosion and Shock Waves, 2020, 40(12): 121404. DOI: 10.11883/bzycj-2020-0171.
               [8]   YU  S  Y,  ZHANG  G  K,  WANG  Z,  et  al.  Experimental  and  numerical  study  of  corrugated  steel-plain  concrete  composite
                    structures under contact explosions [J]. Thin-Walled Structures, 2024, 197: 111624. DOI: 10.1016/j.tws.2024.111624.
               [9]   WU P, DENG Y Y, MA C L, et al. Perforation performance study and residual velocity prediction of reactive powder concrete
                    based  on  mesoscopic  numerical  simulation  and  experiments  [J].  International  Journal  of  Impact  Engineering,  2026,  210:
                    105596. DOI: 10.1016/j.ijimpeng.2025.105596.
               [10]   CASTEDO R, SANTOS A P, ALAÑÓN A, et al. Numerical study and experimental tests on full-scale RC slabs under close-in
                    explosions [J]. Engineering Structures, 2021, 231: 111774. DOI: 10.1016/j.engstruct.2020.111774.
               [11]   CHEN G Q, WU H, CHENG Y H, et al. Comparative studies on blast resistance of precast concrete composite and cast-in-
                    place slabs [J]. Journal of Building Engineering, 2025, 110: 113077. DOI: 10.1016/j.jobe.2025.113077.
               [12]   WU P, MA C L, ZHANG Y N. Experimental and numerical investigations on the performance of reactive powder concrete
                    slabs  subjected  to  contact  explosion  [J].  Journal  of  Building  Engineering,  2026,  119:  115235.  DOI:  10.1016/j.jobe.2026.
                    115235.
               [13]   WU Z Y, ZHANG J H, FANG Q, et al. 3D mesoscopic modelling on the dynamic properties of coral aggregate concrete under
                    direct tension [J]. Engineering Fracture Mechanics, 2021, 247: 107636. DOI: 10.1016/j.engfracmech.2021.107636.
               [14]   NADERI  S,  TU  W  L,  ZHANG  M  Z.  Meso-scale  modelling  of  compressive  fracture  in  concrete  with  irregularly  shaped
                    aggregates [J]. Cement and Concrete Research, 2021, 140: 106317. DOI: 10.1016/j.cemconres.2020.106317.
               [15]   ZHANG  Y  H,  CHEN  Q  Q,  WANG  Z  Y,  et  al.  3D  mesoscale  fracture  analysis  of  concrete  under  complex  loading  [J].
                    Engineering Fracture Mechanics, 2019, 220: 106646. DOI: 10.1016/j.engfracmech.2019.106646.
               [16]   QIN  X  N,  WANG  X,  GUO  J  J,  et  al.  Parameter  investigation  and  efficiency  evaluation  of  unified  phase-field  theory  in
                    mesoscale fracture analysis of fully-graded concrete under uniaxial tension [J]. Engineering Fracture Mechanics, 2025, 314:
                    110696. DOI: 10.1016/j.engfracmech.2024.110696.
               [17]   YU K L, QING L B, HU Y. The effects of specimen size and aggregate on the evolution of the fracture process zone in
                    concrete: a mesoscale investigation [J]. Composite Structures, 2025, 355: 118852. DOI: 10.1016/j.compstruct.2025.118852.
               [18]   LIU  Q  C,  WEI  D  H,  GAN  Y  X.  Mesoscale  modelling  of  triaxial  concrete  fracture:  the  role  of  aggregate  shapes  [J].
                    International Journal of Mechanical Sciences, 2025, 302: 110570. DOI: 10.1016/j.ijmecsci.2025.110570.
               [19]   岳松林, 王明洋, 张宁, 等. 混凝土板在接触爆炸作用下的震塌和贯穿临界厚度计算方法 [J]. 爆炸与冲击, 2016, 36(4):
                    472–482. DOI: 10.11883/1001-1455(2016)04-0472-11.
                    YUE S L, WANG M Y, ZHANG N, et al. A method for calculating critical spalling and perforating thicknesses of concrete
                    slabs  subjected  to  contact  explosion  [J].  Explosion  and  Shock  Waves,  2016,  36(4):  472–482.  DOI:  10.11883/1001-1455
                    (2016)04-0472-11.
               [20]   SONG  Z  H,  LU  Y.  Mesoscopic  analysis  of  concrete  under  excessively  high  strain  rate  compression  and  implications  on
                    interpretation of test data [J]. International Journal of Impact Engineering, 2012, 46: 41–55. DOI: 10.1016/j.ijimpeng.2012.


                                                         093201-23
   96   97   98   99   100   101   102   103   104   105   106