HJC模型模拟钢筋混凝土侵彻实验的参数研究

孙其然, 李芮宇, 赵亚运, 孙宇新

孙其然, 李芮宇, 赵亚运, 孙宇新. HJC模型模拟钢筋混凝土侵彻实验的参数研究[J]. 工程力学, 2016, 33(8): 248-256. DOI: 10.6052/j.issn.1000-4750.2014.12.1094
引用本文: 孙其然, 李芮宇, 赵亚运, 孙宇新. HJC模型模拟钢筋混凝土侵彻实验的参数研究[J]. 工程力学, 2016, 33(8): 248-256. DOI: 10.6052/j.issn.1000-4750.2014.12.1094
SUN Qi-ran, LI Rui-yu, ZHAO Ya-yun, SUN Yu-xin. INVESTIGATION ON PARAMETERS OF HJC MODEL APPLIED TO SIMULATE PERFORATION EXPERIMENTS OF REINFORCED CONCRETE[J]. Engineering Mechanics, 2016, 33(8): 248-256. DOI: 10.6052/j.issn.1000-4750.2014.12.1094
Citation: SUN Qi-ran, LI Rui-yu, ZHAO Ya-yun, SUN Yu-xin. INVESTIGATION ON PARAMETERS OF HJC MODEL APPLIED TO SIMULATE PERFORATION EXPERIMENTS OF REINFORCED CONCRETE[J]. Engineering Mechanics, 2016, 33(8): 248-256. DOI: 10.6052/j.issn.1000-4750.2014.12.1094

HJC模型模拟钢筋混凝土侵彻实验的参数研究

基金项目: 兵器科学研究院武器装备探索预研基金项目(7131013)
详细信息
    作者简介:

    孙其然(1991-),男,江苏人,博士生,主要从事冲击动力学方面的研究(E-mail:njust_sqr@163.com);李芮宇(1990-),男,河南人,博士生,主要从事冲击动力学数值计算方面的研究(E-mail:liruiyu1990@163.com);赵亚运(1990-),男,河南人,博士生,主要从事冲击动力学方面的研究(E-mail:15050581349@163.com).

    通讯作者:

    孙宇新(1970-),男,江苏人,教授,博士,主要从事终点弹道方面的研究(E-mail:yxsun01@163.com).

  • 中图分类号: Q347.3

INVESTIGATION ON PARAMETERS OF HJC MODEL APPLIED TO SIMULATE PERFORATION EXPERIMENTS OF REINFORCED CONCRETE

More Information
    Corresponding author:

    SUN Yu-xin: 10.6052/j.issn.1000-4750.2014.12.1094

  • 摘要: 运用LS-DYNA程序将表征钢筋的梁单元和表征混凝土的实体单元通过节点耦合进行钢筋混凝土分离建模,数值模拟Hanchak等关于钢筋混凝土靶的穿甲实验,进一步修正HJC模型的参数,在讨论单元失效删除准则的静水压和主应变2种参数对混凝土拉伸破坏影响的基础上,重点对HJC模型关键字参数中的失效类型参数(FS)进行分析,并研究其对混凝土压实破坏的影响。通过改变弹丸侵彻钢筋混凝土靶时的着靶位置,加深了对钢筋在侵彻过程中作用的认识,同时验证该数值模拟方法可行性。所确定的建模方法及参数进一步用于某大质量卵形弹侵彻钢筋混凝土试验的研究工作。
    Abstract: The separate modeling approach of reinforced concrete with LS-DYNA code was applied to numerically simulate the perforation experiments of reinforced concrete by Hanchak, et al, in which the beam elements charactering steel bar were coupled with solid elements characterizing concrete by nodes. The study focused on failure type (FS) of HJC concrete constitutive model, which effects the compression damage of concrete, based on discussions about the damage of concrete influenced by parameters of the hydrostatic pressure and the principal strain. By changing the impact location, the function of steel bar to penetration resistance emerges expressly. The proposed modeling methods and parameters were used to guide experimental study on penetration of reinforced concrete by a penetrator with large mass.
  • [1] 屈明, 陈小伟. 钢筋混凝土穿甲的数值模拟[J]. 爆炸与冲击, 2008, 28(4):341-349. Qu Ming, Chen Xiaowei. Numerical simulation on perforation of reinforced concrete targets[J]. Journal of Explosion and Impact, 2008, 28(4):341-349. (in Chinese)
    [2] 林华令, 丁育青, 汤文辉. 混凝土侵彻数值模拟的影响因素[J].爆炸与冲击, 2013, 33(4):425-429. Lin Hualing, Ding Yuqing, Tang Wenhui. Factors influencing numerical simulation of concrete penetration[J]. Journal of Explosion and Impact, 2013, 33(4):425-429. (in Chinese)
    [3] 姜华, 王君杰. 弹体侵彻混凝土数值模拟失效指标[J]. 振动与冲击, 2009, 28(8):30-34. Jiang Hua, Wang Junjie. Investigation on failure index of concrete in the projectile perforation simulation[J]. Journal of Vibration and Shock, 2009, 28(8):30-34. (in Chinese)
    [4] 朱建生, 范智, 易建坤, 等. 一种新型钢筋混凝土分离建模方法[J]. 弹箭与制导学报, 2011, 31(6):89-91. Zhu Jiansheng, Fan Zhi, Yi Jiankun, et al. A novel modeling approach for separation of reinforced concrete[J]. Journal of Projectiles, Rockets, Missiles and Guidance, 2011, 31(6):89-91. (in Chinese)
    [5] 武海军, 黄风雷, 金乾坤, 等. 弹体贯穿钢筋混凝土数值模拟[J]. 爆炸与冲击, 2003, 23(6):545-550. Wu Haijun, Huang Fenglei, Jin Qiankun, et al. Numerical simulation on perforation of reinforced concrete targets[J]. Journal of Explosion and Impact, 2003, 23(6):545-550. (in Chinese)
    [6] 门建兵, 隋树元, 蒋建伟, 等. 网格对混凝土侵彻数值拟的影响[J]. 北京理工大学学报, 2005, 25(8):659-662. Men Jianbing, Sui Shuyuan, Jiang Jianwei, et al. Mesh dependency for numerical simulation of concrete penetration[J]. Transactions of Beijing Institute of Technology, 2005, 25(8):659-662. (in Chinese)
    [7] Holmquist T J, Johnson G R, Cook W H. A computational constitutive model for concrete subjected to large strains, high strain rates and high pressures[C]//Canada:The International symposium on Ballistics, 1993:591-600.
    [8] 熊益波, 陈剑杰, 胡永乐, 等. 混凝土Johnson-Holmquist本构模型关键参数研究[J]. 工程力学, 2012, 29(1):121-127. Xiong Yibo, Chen Jianjie, Hu Yongle, et al. Study on the key parameters of the Johnson-Holmquist constitutive model for concrete[J]. Engineering Mechanics, 2012, 29(1):121-127. (in Chinese)
    [9] 张若棋, 丁育青, 汤文辉. 混凝土HJC、RHT本构模型的失效强度参数[C]. 焦作:第九届全国冲击动力学学术会议论文集, 2009:890-895. Zhang Ruoqi, Ding Yuqing, Tang Wenhui. Strength failure paremeters for HJC and RHT model of concrete[C]. Jiaozuo, China:The 9th National Conference on Shock and Impact Dynamics, 2009:890-895. (in Chinese)
    [10] 高世桥, 刘海鹏, 金磊, 等. 混凝土侵彻力学[M]. 北京:中国科学技术出版社, 2013:121. Gao Shiqiao, Liu Haipeng, Jin Lei, et al. Mechanics of penatrating concrete[M]. Beijing:Chinese Science and Technology Press, 2013:121. (in Chinese)
    [11] Steve Werner, Karl-Christian Thienel, Andrea Kustermann. Study of fractured surfaces of concrete caused by projectile impact[J]. International Journal of Impact Engineering, 2013, 52:23-27.
    [12] 江见鲸, 陆新征, 叶列平. 混凝土结构有限元分析[M] 北京:清华大学出版社, 2005:45-46. Jiang Jianjing, Lu Xinzheng, Ye Lieping. Finite element analysis of concrete structures[M]. Beijing:Tsinghua University Press, 2005:45-46. (in Chinese)
    [13] 程小卫, 李易, 陆新征, 等. 撞击荷载下钢筋混凝土柱动力响应的数值研究[J]. 工程力学, 2015, 32(2):53-63. Cheng Xiaowei, Li Yi, Lu Xinzheng, et al. Numerical investigation on dynamic reponse of reinforced concrete concrete colimns subjected to impact loading[J]. Engineering Mechanics, 2015, 32(2):53-63. (in Chinese)
    [14] Hanchak S J, Forrestal M J, Young E R, et, al. Perforation of concrete slabs with 48 MPa and 140 MPa unconfined compressive strengths[J]. International Journal of Impact Engineering, 1992, 12(1):1-7.
    [15] Livermore Software Technology Corporation. LS-DYNA theory manual[M]. California:Livermore Software Technologv Corporation, 2003:37-40.
    [16] Livermore Software Technology Corporation. LS-DYNA keywords user's manual (version 971/Rev5)[M]. California:Livermore Software Technology Corporation, 2010:467-469.
    [17] 马爱娥, 黄风雷, 李金柱, 等. 钢筋混凝土抗贯穿数值模拟[J]. 北京理工大学学报, 2007, 27(2):103-107. Ma Ai'e, Huang Fenglei, Li Jinzhu, et al. Simulation on the perforation of reinforced concrete[J]. Transactions of Beijing Institute of Technology, 2007, 27(2):103-107. (in Chinese)
    [18] 白金泽. LS-DYNA3D理论基础与实例分析[M]. 北京:科学出版社, 2005:102-103. Bai Jinze. Analysis of LS-DYNA3D theory and practice[M]. Beijing:Science Press, 2005:102-103. (in Chinese)
  • 期刊类型引用(3)

    1. 王晓明,赵建领,孙远,汪帆,王欢,李鹏飞,陶沛,贺耀北. 考虑吊索拉伸效应的空间索面自锚式悬索桥无量纲连续体动力模型. 工程力学. 2023(08): 189-201 . 本站查看
    2. 罗凌峰,单德山,陈奉民,陈品诣. 销接式索夹悬索桥成桥线形的高精度计算方法. 工程力学. 2021(08): 133-144 . 本站查看
    3. 陈英昊,朱福先,李润达. 基于悬索桥割索现象的施工方案优化. 市政技术. 2018(03): 60-63 . 百度学术

    其他类型引用(8)

计量
  • 文章访问数:  926
  • HTML全文浏览量:  100
  • PDF下载量:  441
  • 被引次数: 11
出版历程
  • 收稿日期:  2014-12-30
  • 修回日期:  2015-05-13
  • 刊出日期:  2016-08-24

目录

    /

    返回文章
    返回