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第 46 卷           徐世烺,等: 超高性能混凝土板在中远距离爆炸载荷下的响应特性                                 第 8 期


               参考文献:
               [1]   OTHMAN  H,  MARZOUK  H.  An  experimental  investigation  on  the  effect  of  steel  reinforcement  on  impact  response  of
                    reinforced  concrete  plates  [J].  International  Journal  of  Impact  Engineering,  2016,  88:  12–21.  DOI:  10.1016/j.ijimpeng.
                    2015.08.015.
               [2]   ZINEDDIN M, KRAUTHAMMER T. Dynamic response and behavior of reinforced concrete slabs under impact loading [J].
                    International Journal of Impact Engineering, 2007, 34(9): 1517–1534. DOI: 10.1016/j.ijimpeng.2006.10.012.
               [3]   ZHAO C F, ZHU Y F, ZHOU Z H. Machine learning-based approaches for predicting the dynamic response of RC slabs under
                    blast loads [J]. Engineering Structures, 2022, 273: 115104. DOI: 10.1016/j.engstruct.2022.115104.
               [4]   Unified facilities criteria (UFC): structures to resist the effects of accidental: UFC 3-340-02 [R]. 2014.
               [5]   GAO H X, WANG Y H, ZHAI X M. Numerical and analytical studies of multi-cell steel-concrete-steel sandwich panels under
                    blast load [J]. Structures, 2024, 63: 106452. DOI: 10.1016/j.istruc.2024.106452.
               [6]   WANG W, ZHANG D, LU F Y, et al. Pressure-impulse diagram with multiple failure modes of one-way reinforced concrete
                    slab under blast loading using SDOF method [J]. Journal of Central South University, 2013, 20(2): 510–519. DOI: 10.1007/
                    s11771-013-1513-z.
               [7]   SU  Q,  WU  H,  SUN  H,  et  al.  Experimental  and  numerical  studies  on  dynamic  behavior  of  reinforced  UHPC  panel  under
                    medium-range explosions [J]. International Journal of Impact Engineering, 2021, 148: 103761. DOI: 10.1016/j.ijimpeng.2020.
                    103761.
               [8]   RICHARD P, CHEYREZY M. Composition of reactive powder concretes [J]. Cement and Concrete Research, 1995, 25(7):
                    1501–1511. DOI: 10.1016/0008-8846(95)00144-2.
               [9]   PREM P R, MURTHY A R, BHARATKUMAR B H. Influence of curing regime and steel fibres on the mechanical properties
                    of UHPC [J]. Magazine of Concrete Research, 2015, 67(18): 988–1002. DOI: 10.1680/macr.14.00333.
               [10]   YU  R,  SPIESZ  P,  BROUWERS  H  J  H.  Mix  design  and  properties  assessment  of  ultra-high  performance  fibre  reinforced
                    concrete (UHPFRC) [J]. Cement and Concrete Research, 2014, 56: 29–39. DOI: 10.1016/j.cemconres.2013.11.002.
               [11]   KANG S T, LEE Y, PARK Y D, et al. Tensile fracture properties of an ultra high performance fiber reinforced concrete
                    (UHPFRC) with steel fiber [J]. Composite Structures, 2010, 92(1): 61–71. DOI: 10.1016/j.compstruct.2009.06.012.
               [12]   柴鑫伟, 谢群, 王欣, 等. 混杂纤维高韧性水泥基复合材料拉伸性能试验研究 [J]. 建筑结构学报, 2022, 43(S1): 353–361.
                    DOI: 10.14006/j.jzjgxb.2022.S1.0038.
                    CHAI X W, XIE Q, WANG X, et al. Experimental study on tensile performance of hybrid fiber high toughness cementitious
                    composite [J]. Journal of Building Structures, 2022, 43(S1): 353–361. DOI: 10.14006/j.jzjgxb.2022.S1.0038.
               [13]   李庆华, 刘雪涵, 银星, 等. 循环压缩作用下高强高韧混凝土的力学性能与损伤演化模型研究 [J]. 东南大学学报                      (自然科
                    学版), 2025, 55(5): 1236–1245. DOI: 10.3969/j.issn.1001-0505.2025.05.003.
                    LI  Q  H,  LIU  X  H,  YIN  X,  et  al.  Mechanical  properties  and  damage  evolution  modelling  of  HS-UHTCC  under  cyclic
                    compression [J]. Journal of Southeast University (Natural Science Edition), 2025, 55(5): 1236–1245. DOI: 10.3969/j.issn.1001-
                    0505.2025.05.003.
               [14]   LI J, WU C Q, HAO H. Investigation of ultra-high performance concrete slab and normal strength concrete slab under contact
                    explosion [J]. Engineering Structures, 2015, 102: 395–408. DOI: 10.1016/j.engstruct.2015.08.032.
               [15]   赖建中, 朱耀勇, 谭剑敏. 超高性能混凝土在埋置炸药下的抗爆试验及数值模拟 [J]. 工程力学, 2016, 33(5): 193–199.
                    DOI: 10.6052/j.issn.1000-4750.2014.10.0874.
                    LAI J Z, ZHU Y Y, TAN J M. Experiment and simulation of ultra-high performance concrete subjected to blast by embedded
                    explosive [J]. Engineering Mechanics, 2016, 33(5): 193–199. DOI: 10.6052/j.issn.1000-4750.2014.10.0874.
               [16]   SU Q, WU H, FANG Q. Calibration of KCC model for UHPC under impact and blast loadings [J]. Cement and Concrete
                    Composites, 2022, 127: 104401. DOI: 10.1016/j.cemconcomp.2021.104401.
               [17]   贾鹏程, 吴昊, 方秦. 基于   CSC  模型的  UHPC  构件侧向低速冲击分析 [J]. 建筑结构学报, 2021, 42(8): 169–182. DOI:
                    10.14006/j.jzjgxb.2019.0703.
                    JIA P C, WU H, FANG Q. Low-velocity lateral impact analyses of UHPC members based on CSC model [J]. Journal of
                    Building Structures, 2021, 42(8): 169–182. DOI: 10.14006/j.jzjgxb.2019.0703.
               [18]   HOU X M, CAO S J, RONG Q, et al. A P-I diagram approach for predicting failure modes of RPC one-way slabs subjected to


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