THE CONCRETE MODEL OF THE PENETRATION PROBLEMS ON MESO-LEVEL

被引:0
|
作者
Xu, W. F. [1 ,2 ]
Huang, X. C. [2 ]
Hao, Z. M. [2 ]
Wang, Y. [1 ]
Xia, Y. M. [1 ]
机构
[1] Univ Sci & Technol China, Dept Modern Mech, Hefei 230027, Anhui, Peoples R China
[2] CAEP, Inst Struct Mech, Mianyang 621900, Peoples R China
关键词
Randomly-distributed; aggregate; penetration; numerical concrete; RANDOM PARTICLE MODEL; FRACTURE;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
On meso-level, the concrete was heterogeneous because of kinds of aggregates. And the heterogeneity of the concrete would affect the ballistic responses. To study the influence, the meso-model of concrete ('numerical concrete') should be conducted. Most of the 'numerical concrete' was constituted with mortar, aggregates and the interface between them. The 'numerical concrete' in the paper was composted with mortar and aggregate. And the interfaces were replaced by connected strength. From the simply study of the normal penetration into concrete target, it was founded that: the stress symmetry affected by the randomly-distributed aggregates would change the missile trace, which couldn't be alternated in the homogeneous model, and that the residual velocity of the missile decreased with the increase of the connected strength of the interfaces.
引用
收藏
页码:913 / +
页数:2
相关论文
共 50 条
  • [1] Meso-level analysis model for concrete based on digital image processing
    Qin, Wu
    Du, Cheng-Bin
    Sun, Li-Guo
    Shuili Xuebao/Journal of Hydraulic Engineering, 2011, 42 (04): : 431 - 439
  • [2] Modeling Drying Shrinkage and Creep of Concrete at the Meso-level
    Havlasek, Petr
    Jirasek, Milan
    CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 287 - 295
  • [3] Modeling of drying shrinkage of concrete specimens at the meso-level
    Andrés E. Idiart
    Carlos M. López
    Ignacio Carol
    Materials and Structures, 2011, 44 : 415 - 435
  • [4] Numerical Simulation of Fracture Propagation of Concrete on Meso-Level
    Wu, Feng
    MANUFACTURING PROCESSES AND SYSTEMS, PTS 1-2, 2011, 148-149 : 80 - 83
  • [5] Modeling of drying shrinkage of concrete specimens at the meso-level
    Idiart, Andres E.
    Lopez, Carlos M.
    Carol, Ignacio
    MATERIALS AND STRUCTURES, 2011, 44 (02) : 415 - 435
  • [6] Hygro-mechanical model for concrete specimens at the meso-level: Application to drying shrinkage
    Idiart, A. E.
    Lopez, C. M.
    Carol, I.
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES, 2010, : 487 - 495
  • [7] Mechanical analysis of rubberized concrete subjected to uniaxial compression on meso-level
    Liu F.
    Zhong G.-Q.
    Xia X.-Z.
    Li L.-J.
    Jianzhu Cailiao Xuebao/Journal of Building Materials, 2010, 13 (06): : 733 - 738
  • [8] Three-dimensional fractal analysis of concrete fracture at the meso-level
    Carpinteri, A
    Chiaia, B
    Invernizzi, S
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 1999, 31 (03) : 163 - 172
  • [9] Meso-Level Numerical Study on Different Type of Fiber Reinforced Concrete
    Zhang, Yafang
    Liu, Hao
    Chen, Jiangping
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 3730 - 3734
  • [10] Politics Without Meso-Level? No Politics at the Meso?
    Kovacs, Ilona Palne
    FRONTIERS IN POLITICAL SCIENCE, 2021, 3