Volume 46 Issue 5
May  2025
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ZHANG Jin, QI Zhigang, ZHANG Lei. Impact Damage Characteristics Simulation of Steel Fiber Reinforced Concrete With the GDEM Software[J]. Applied Mathematics and Mechanics, 2025, 46(5): 621-632. doi: 10.21656/1000-0887.450311
Citation: ZHANG Jin, QI Zhigang, ZHANG Lei. Impact Damage Characteristics Simulation of Steel Fiber Reinforced Concrete With the GDEM Software[J]. Applied Mathematics and Mechanics, 2025, 46(5): 621-632. doi: 10.21656/1000-0887.450311

Impact Damage Characteristics Simulation of Steel Fiber Reinforced Concrete With the GDEM Software

doi: 10.21656/1000-0887.450311
Funds:

The National Science Foundation of China(12172381)

  • Received Date: 2024-11-18
  • Rev Recd Date: 2025-01-31
  • Available Online: 2025-05-30
  • Steel fiber-reinforced concrete(SFRC) is the most utilized structural material for protective engineering. It is frequently subjected to complex stress states with high strain rates under strong dynamic loads, such as explosions and penetrations. Most current studies on the dynamic mechanical properties of SFRC are limited to 1D stress and 1D strain loading conditions. However, the impact-compression characteristics under 3D stress states are still scarce. Herein the GDEM-BlockDyna numerical simulation software was employed to simulate the damage modes of SFRC under confining pressures and investigate the concrete dynamic mechanical properties. The results indicate that, the peak stress and peak strain of SFRC both increase to different extents with the strain rates. The confining pressure reduces the rate effect on the impact compression strength of SFRC. The GDEM can reduces simulate the effects of strain rate and confining pressure on the dynamic mechanics of materials. In comparison to the finite element method, the GDEM is more effective in simulating the behaviors of steel fiber reinforced concrete, from its intact state to destruction. Furthermore, the GDEM can accurately describe the destruction stage characteristics of SFRC after the peak stress.
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  • 刘永胜, 王肖钧, 金挺, 等. 钢纤维混凝土力学性能和本构关系研究[J]. 中国科学技术大学学报, 2007,37(7): 717-723.

    (LIU Yongsheng, WANG Xiaojun, JIN Ting, et al. Study on the mechanical properties and constitutive relation of steel fiber reinforced concrete[J].Journal of University of Science and Technology of China,2007,37(7): 717-723. (in Chinese))
    [2]宁鹏博, 刘军, 赵硕, 等. 钢纤维增强混凝土动态力学性能及HJC本构模型参数标定[J]. 中国建材科技, 2024,33(3): 20-25. (NING Pengbo, LIU Jun, ZHAO Shou, et al. Dynamic mechanical properties of steel fiber reinforced concrete and parameter calibration of HJC constitutive model[J].China Building Materials Science & Technology,2024,33(3): 20-25. (in Chinese))
    [3]杨石刚, 罗泽, 许继恒, 等. 侵彻爆炸作用下钢纤维混凝土结构的破坏模式[J]. 爆炸与冲击, 2024,44(1): 151-163. (YANG Shigang, LUO Ze, XU Jiheng, et al. Failure modes of concrete structure under penetration and explosion[J].Explosion and Shock Waves,2024,44(1): 151-163. (in Chinese))
    [4]张磊, 郝龙, 项笑炎. 主动围压下钢纤维混凝土动态力学性能研究[C]//第五届全国强动载效应及防护学术会议暨复杂介质/结构的动态力学行为创新研究群体学术研讨会. 呼和浩特, 2013. (ZHANG Lei, HAO Long, XIANG Xiaoyan. Study on the dynamic mechanical properties of steel fiber reinforced concrete under confining pressure[C]//The 5th National Academic Conference on Strong Dynamic Load Effect and Protection and the Group Academic Seminar on Innovative Research on Dynamic Mechanical Behavior of Complex Media/Structures. Hohhot, 2013. (in Chinese))
    [5]李世超. 钢纤维混凝土的静动态力学性能研究[D]. 南京: 南京理工大学, 2019. (LI Shichao. Study on static and dynamic mechanical properties of steel fiber reinforced concrete[D]. Nanjing: Nanjing University of Science & Technology, 2019. (in Chinese))
    [6]张磊, 任新见, 郝龙. 围压下钢纤维混凝土冲击动力学性能研究[J]. 兵工学报, 2014,35(S2): 275-280. (ZHANG Lei, REN Xinjian, HAO Long. Study of the impact dynamic mechanical properties of steel fiber reinforced concrete under confining pressure [J].Acta Armamentarii,2014,35(S2): 275-280. (in Chinese))
    [7]徐松林, 单俊芳, 王鹏飞, 等. 三轴应力状态下混凝土的侵彻性能研究[J]. 爆炸与冲击, 2019,39(7): 4-11. (XU Songlin, SHAN Junfang, WANG Pengfei, et al. Penetration performance of concrete under triaxial stress[J].Explosion and Shock Waves,2019,39(7): 4-11. (in Chinese))
    [8]徐松林, 王鹏飞, 赵坚, 等. 基于三维Hopkinson杆的混凝土动态力学性能研究[J]. 爆炸与冲击, 2017,37(2): 180-185. (XU Songlin, WANG Pengfei, ZHAO Jian, et al. Dynamic behavior of concrete under static triaxial loading using 3D-Hopkinson bar[J].Explosion and Shock Waves,2017,37(2): 180-185. (in Chinese))
    [9]LIU K, ZHANG Q B, WU G, et al. Dynamic mechanical and fracture behaviour of sandstone under multiaxial loads using a triaxial Hopkinson bar[J].Rock Mechanics and Rock Engineering,2019,52(7): 2175-2195.
    [10]张楚汉. 论岩石、混凝土离散-接触-断裂分析[J]. 岩石力学与工程学报, 2008,27(2): 217-235.(ZHANG Chuhan. Discrete-contact-fracture analysis of rock and concrete[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(2): 217-235. (in Chinese))
    [11]CAI B, LU S, FU F. Behavior of steel fiber-reinforced coal gangue concrete beams under impact load[J].Engineering Structures,2024,314: 118306.
    [12]仇杰峰. 混凝土相场损伤模型与扩展有限元方法对比研究[D]. 广州: 华南理工大学, 2019.(QIU Jiefeng. Comparative study of phase-field regularized cohesive zone model and extended finite element method in concrete[D]. Guangzhou: South China University of Technology, 2019. (in Chinese))
    [13]刘泉声, 刘学伟. 多场耦合作用下岩体裂隙扩展演化关键问题研究[J]. 岩土力学, 2014,35(2): 305-320.(LIU Quansheng, LIU Xuewei. Research on critical problem for fracture network propagation and evolution with multifield coupling of fractured rock mass[J].Rock and Soil Mechanics,2014,35(2): 305-320. (in Chinese))
    [14]夏才初, 许崇帮. 非连续变形分析(DDA)中断续节理扩展的模拟方法研究和试验验证[J]. 岩石力学与工程学报, 2010,29(10): 2027-2033. (XIA Caichu, XU Chongbang. Study of fracturing algorithm of intermittent joint by DDA and experimental validation[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(10): 2027-2033. (in Chinese))
    [15]NING Y, YANG J, AN X, et al. Modelling rock fracturing and blast-induced rock mass failure via advanced discretisation within the discontinuous deformation analysis framework[J].Computers and Geotechnics,2011,38(1): 40-49.
    [16]NING Y J, AN X M, MA G W. Footwall slope stability analysis with the numerical manifold method[J].International Journal of Rock Mechanics and Mining Sciences,2011,48(6): 964-975.
    [17]李铮, 郭德平, 周小平, 等. 模拟岩石中裂纹扩展连接的近场动力学方法[J]. 岩土力学, 2019,40(12): 4711-4721. (LI Zheng, GUO Deping, ZHOU Xiaoping, et al. Numerical simulation of crack propagation and coalescence using peridynamics[J].Rock and Soil Mechanics,2019,40(12): 4711-4721. (in Chinese))
    [18]卞梁. 高速碰撞中的SPH方法及其应用研究[D]. 合肥: 中国科学技术大学, 2009. (BIAN Liang: The SPH method and its application in hypervelocity impact[D]. Hefei: University of Science and Technology of China, 2009. (in Chinese))
    [19]肖毅华. 有限元法与光滑粒子法的耦合算法研究[D]. 长沙: 湖南大学, 2012. (XIAO Yihua. Study on coupling algorithm of finite element method and smoothed particle hydrodynamics[D]. Changsha: Hunan University, 2012. (in Chinese))
    [20]王帅. 基于FEM/SPH方法的水下爆炸冲击荷载作用下的混凝土重力坝破坏模式研究[D]. 天津: 天津大学, 2012. (WANG Shuai. Research on the failure mode of the concrete gravity dam under blast loading based on FEM/SPH coupling method[D]. Tianjin: Tianjin University, 2012. (in Chinese))
    [21]纪冲, 龙源, 方向. 基于FEM-SPH耦合法的弹丸侵彻钢纤维混凝土数值模拟[J]. 振动与冲击, 2010,29(7): 69-74. (JI Chong, LONG Yuan, FANG Xiang. Numerical simulation for projectile penetrating steel fiber reinforced concrete with FEM-SPH coupling algorithm[J].Journal of Vibration and Shock,2010,29(7): 69-74. (in Chinese))
    [22]马春驰, 陈柯竹, 李天斌, 等. 基于GDEM的应力-结构型岩爆数值模拟研究[J]. 隧道与地下工程灾害防治, 2020,2(3): 85-94. (MA Chunchi, CHEN Kezhu, LI Tianbin, et al. Numerical simulation of stress-structural rockburst based on GDEM software[J].Hazard Control in Tunnelling and Underground Engineering,2020,2(3): 85-94. (in Chinese))
    [23]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): 25-33. (KONG Xiangzhen, FANG Qin. 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): 25-33. (in Chinese))
    郝龙. 围压状态下钢纤维混凝土试件动态力学性能的试验研究[D]. 南京: 河海大学, 2013. (HAO Long. The experiment study on the dynamic mechanical properties of steel fiber reinforced concrete specimen with confining pressure[D]. Nanjing: Hohai University, 2013. (in Chinese))
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