东北大学学报（自然科学版）

东北大学学报(自然科学版) ›› 2005, Vol. 26 ›› Issue (8): 790-793.DOI: -

• 论著 • 上一篇    下一篇

冲击载荷下混凝土破坏过程数值模拟

张德海;朱浮声;邢纪波   

  1. 东北大学资源与土木工程学院;东北大学资源与土木工程学院;烟台大学土木系 辽宁 沈阳 110004
  • 收稿日期:2013-06-24 修回日期:2013-06-24 出版日期:2005-08-15 发布日期:2013-06-24
  • 通讯作者: Zhang, D.-H.
  • 作者简介:-
  • 基金资助:
    国家自然科学基金资助项目(10072053)

Numerical simulation of fracture process of concrete under dynamic impact

Zhang, De-Hai (1); Zhu, Fu-Sheng (1); Xing, Ji-Bo (2)   

  1. (1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China; (2) Department of Civil Engineering, Yantai University, Yantai 264005, China
  • Received:2013-06-24 Revised:2013-06-24 Online:2005-08-15 Published:2013-06-24
  • Contact: Zhang, D.-H.
  • About author:-
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摘要： 用二维梁-颗粒模型BPM2D(Beam-Particle Model in Two dimensions)模拟了混凝土动态破坏过程.梁-颗粒模型BPM2D是在离散元法基础上,结合有限元法开发的二维数值计算模型. 在模型中用三种类型梁单元形成混凝土数值试样.每种类型梁单元的力学性质均按韦伯(Weibull) 分布随机赋值以模拟混凝土细观结构的非均匀性,同时梁单元的强度随应变率不同而变化.利用此模型分析了混凝土板在弹体冲击条件下的破坏过程,并给出不同弹体初始速度条件下混凝土内部应力波传播过程.通过将计算结果与实验数据相比较,表明梁-颗粒模型可有效应用于计算和模拟脆性材料动态破坏问题.

关键词: 混凝土, 数值模拟, 侵彻, 冲击载荷, 应力波, 梁-颗粒模型

Abstract: The dynamic fracture process of concrete is simulated with the BPM2D (Beam-Particle Model in Two Dimensions) which is based on DEM in combination with FEM. In the BPM three types of beam are chosen to be the concrete specimens to simulate. The mechanical properties of the elements of each and every beam vary with their strain-rate and are randomly assigned according to Weibull distribution so as to model the initial heterogeneity of concrete at microscale level. The failure process of a concrete panel under dynamic impact was analyzed by this model. The stress wave propagation in concrete at different impact velocities was displayed. A comparison of the simulated results with experimental data declares that the BPM2D is available to simulate the dynamic failure of brittle materials.

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