Page 179 - 《爆炸与冲击》2025年第12期
P. 179

第 45 卷           郭士旭,等: 接触爆炸条件下聚脲涂层对RC基板层裂和贯穿的影响                               第 12 期

                    10.1177/20414196241264026.
               [27]   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.
               [28]   高矗, 孔祥振, 方秦, 等. 混凝土中爆炸应力波衰减规律的数值模拟研究 [J]. 爆炸与冲击, 2022, 42(12): 123202. DOI:
                    10.11883/bzycj-2022-0041.
                    GAO C, KONG X Z, FANG Q, et al. Numerical study on attenuation of stress wave in concrete subjected to explosion [J].
                    Explosion and Shock Waves, 2022, 42(12): 123202. DOI: 10.11883/bzycj-2022-0041.
               [29]   孙玉祥, 王杰, 武海军, 等. 混凝土高压状态方程实验与数值模拟研究 [J]. 爆炸与冲击, 2020, 40(12): 121401. DOI:
                    10.11883/bzycj-2020-0002.
                    SUN Y X, WANG J, WU H J, et al. Experiment and simulation on high-pressure equation of state for concrete [J]. Explosion
                    and Shock Waves, 2020, 40(12): 121401. DOI: 10.11883/bzycj-2020-0002.
               [30]   HARTMANN  T,  PIETASCH  A,  GEBBEKEN  N.  A  hydrocode  material  model  for  concrete  [J].  International  Journal  of
                    Protective Structures, 2010, 1(4): 443–468. DOI: 10.1260/2041-4196.1.4.443.
               [31]   RIEDEL W, MAYRHOFER C, THOMA K, et al. Engineering and numerical tools for explosion protection of reinforced
                    concrete [J]. International Journal of Protective Structures, 2010, 1(1): 85–102. DOI: 10.1260/2041-4196.1.1.85.
               [32]   KOT C A, VALENTIN R A, MCLENNAN D A, et al. Effects of air blast on power plant structures and components [R].
                    Argonne, Illinois, United States: Argonne National Laboratory, 1978. DOI: 10.2172/6611172.
               [33]   RIEDEL W, FORQUIN P. Modelling the response of concrete structures to dynamic loading [M]//Understanding the Tensile
                    Properties of Concrete. Woodhead, 2013: 125–142. DOI: 10.1533/9780857097538.2.125.
               [34]   HAO  H,  ZHOU  X  Q.  Concrete  material  model  for  high  rate  dynamic  analysis  [C]//Proceedings  of  the  7th  International
                    Conference on Shock and Impact Loads on Structures, Beijing, China. 2007: 753–768.
               [35]   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.
               [36]   MOCK J W, BARTYCZAK S, LEE G, et al. Dynamic properties of polyurea 1000 [J]. AIP Conference Proceedings, 2009,
                    1195(1): 1241–1244. DOI: 10.1063/1.3295029.
               [37]   JORDAN J L, CASEM D T, ROBINETTE J. Hugoniot and dynamic strength in polyurea [J]. Journal of Applied Physics,
                    2022, 131(16). DOI: 10.1063/5.0082477.
               [38]   CARTER W J, MARSH S P. Hugoniot equation of state of polymers [R]. Los Alamos, New Mexico, United States: Los
                    Alamos National Laboratory, 1995. DOI: 10.2172/95183.
               [39]   郑全平, 钱七虎, 周早生, 等. 钢筋混凝土震塌厚度计算公式对比研究 [J]. 工程力学, 2003, 20(3): 47–53. DOI: 10.3969/j.
                    issn.1000-4750.2003.03.009.
                    ZHENG Q P, QIAN Q H, ZHOU Z S, et al. Comparative analysis of scabbing thickness estimation of reinforced concrete
                    structures [J]. Engineering Mechanics, 2003, 20(3): 47–53. DOI: 10.3969/j.issn.1000-4750.2003.03.009.
               [40]   GEBBEKEN N, GREULICH S, PIETZSCH A, et al. The engineering-tool XploSim to determine the effects of explosive
                    loadings on reinforced and fibre reinforced concrete structures [C]//Proceedings of 18th Symposium of Military Aspects of
                    Blast and Shock, 2004.
               [41]   MORISHITA M, TANAKA H, ANDO T, et al. Effects of concrete strength and reinforcing clear distance on the damage of
                    reinforced concrete slabs subjected to contact detonations [J]. Concrete Research and Technology, 2004, 15(2): 89–98. DOI:
                    10.3151/crt1990.15.2_89.
                                                                                          (责任编辑    王易难)









                                                         125101-13
   174   175   176   177   178   179   180   181   182   183   184