工程岩体中多弹重复打击效应的数值模拟分析

邓国强 杨秀敏

邓国强, 杨秀敏. 工程岩体中多弹重复打击效应的数值模拟分析[J]. 爆炸与冲击, 2014, 34(3): 361-366. doi: 10.11883/1001-1455(2014)03-0361-06
引用本文: 邓国强, 杨秀敏. 工程岩体中多弹重复打击效应的数值模拟分析[J]. 爆炸与冲击, 2014, 34(3): 361-366. doi: 10.11883/1001-1455(2014)03-0361-06
Deng Guo-qiang, Yang Xiu-min. Numerical simulation of the effect of multiply EPW into engineering rock[J]. Explosion And Shock Waves, 2014, 34(3): 361-366. doi: 10.11883/1001-1455(2014)03-0361-06
Citation: Deng Guo-qiang, Yang Xiu-min. Numerical simulation of the effect of multiply EPW into engineering rock[J]. Explosion And Shock Waves, 2014, 34(3): 361-366. doi: 10.11883/1001-1455(2014)03-0361-06

工程岩体中多弹重复打击效应的数值模拟分析

doi: 10.11883/1001-1455(2014)03-0361-06
基金项目: 爆炸冲击防灾减灾国家重点实验室开放课题项目(DPMEIKF201304)
详细信息
    作者简介:

    邓国强(1972—), 男, 博士, 高级工程师

    通讯作者:

    Deng Guo-qiang, hnjia@sina.com

  • 中图分类号: O385

Numerical simulation of the effect of multiply EPW into engineering rock

  • 摘要: 根据现场岩体特性,将岩体剖分为结构体和结构面2部分,针对结构体构建了均质岩石本构模型,而后依据结构面分布特性,构建了考虑天然岩体非均质性的空间块体模型。采用这一空间块体模型,对重复打击效果进行了大量数值模拟分析,数值模拟与现场实验结果基本一致,两者均表明,因受残余弹片、命中点偏差和岩体非均质性等因素综合影响,多弹重复打击破坏深度存在着一个极限值。
  • 图  1  考虑压实效应的状态方程

    Figure  1.  Equation of state with crushed effect

    图  2  JHR本构模型

    Figure  2.  JHR constitutive model

    图  3  空间块体模型构造

    Figure  3.  Constructor of space block body model

    图  4  空间块体模型的数值模拟结果

    Figure  4.  Numerical simulation results by space block body model

    图  5  嵌入爆炸效应的计算模型

    Figure  5.  Simulation model with explosion effect

    图  6  6发弹典型重复打击效果

    Figure  6.  Typical effect of repeated attack by six SAP

    图  7  第4发弹命中不同位置的效果

    Figure  7.  Penetration effect of the fourth SAP in various location

    图  8  第5发弹命中不同位置的效果

    Figure  8.  Penetration effect of the fifth SAP in various location

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出版历程
  • 收稿日期:  2012-11-22
  • 修回日期:  2013-05-29
  • 刊出日期:  2014-05-25

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