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

岳松林 王明洋 张宁 邱艳宇 王德荣

岳松林, 王明洋, 张宁, 邱艳宇, 王德荣. 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
引用本文: 岳松林, 王明洋, 张宁, 邱艳宇, 王德荣. 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 Songlin, Wang Mingyang, Zhang Ning, Qiu Yanyu, Wang Derong. 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
Citation: Yue Songlin, Wang Mingyang, Zhang Ning, Qiu Yanyu, Wang Derong. 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

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

doi: 10.11883/1001-1455(2016)04-0472-11
基金项目: 

国家自然科学青年基金项目 51308543

教育部长江学者和创新团队发展计划项目 IRT13071

详细信息
    作者简介:

    岳松林(1987-),男,博士研究生

    通讯作者:

    王明洋,wmyrf@163.com

  • 中图分类号: O381

A method for calculating critical spalling and perforating thicknesses of concrete slabs subjected to contact explosion

  • 摘要: 采用刚塑性模型描述介质的动力学行为,结合不可压缩条件和质量守恒条件及边界条件,构造塑性区的动力学许可速度场;利用极限平衡原理推导动力学许可速度场所对应的介质抗力的量纲一表达式;根据初始条件和边界条件,求解运动方程,分别得到爆炸震塌的临界厚度和爆炸贯穿的临界厚度,并推得能够反映爆炸源参数和材料参数综合性质的量纲一冲击因子。将推得的计算公式与经验公式对比分析,证明本文计算结果合理,推导的计算公式揭示了经验公式的物理本质,且具有较为广泛的适用范围。
  • 图  1  接触爆炸下介质表面冲量荷载计算模型

    Figure  1.  Impulse on the surface of medium under contact explosion

    图  2  半空间表面点源爆炸介质区域划分

    Figure  2.  Regional division of the half-space medium subjected to point-source explosion

    图  3  区域Ⅱ、Ⅲ速度场

    Figure  3.  Velocity fields in regions Ⅱ and Ⅲ

    图  4  塑性区Ⅱ、Ⅲ边界曲线

    Figure  4.  Schematic boundary lines of plastic regions

    图  5  有限厚度板表面点源爆炸介质区域划分

    Figure  5.  Regional division of the limited thickness slab subjected to point-source explosion

    图  6  爆炸抗力的函数曲线

    Figure  6.  Function curves of material resistance

    图  7  临界厚度与无量纲冲击因子的关系曲线

    Figure  7.  Relationship between critical thickness and dimensionless impact factor

    图  8  临界震塌厚度与经验公式对比分析

    Figure  8.  Analysis of theoretical and empirical formulas about critical spalling thickness

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出版历程
  • 收稿日期:  2013-09-18
  • 修回日期:  2014-12-21
  • 刊出日期:  2016-07-25

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