Numerical predictions of cratering and scabbing in concrete slabs subjected to projectile impact using a modified version of HJC material model

被引:144
作者
Kong, Xiangzhen [1 ]
Fang, Qin [1 ]
Wu, Hao [1 ]
Peng, Yong [1 ]
机构
[1] PLA Univ Sci & Technol, State Key Lab Disaster Prevent & Mitigat Explos &, Nanjing 210007, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete material model; Dynamic tensile behavior; Cratering and scabbing; Perforation; Projectile; COMPRESSIVE STRENGTH ENHANCEMENT; DYNAMIC-RESPONSE; FRACTURE ENERGY; SIMULATION;
D O I
10.1016/j.ijimpeng.2016.04.014
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The HJC material model, which has been widely used for numerical predictions of projectile penetration, is modified for the improved numerical simulations of the cratering and scabbing phenomenon in concrete slabs subjected to projectile impact. Four modifications, i.e. the modified yield surface, introduction of the tensile damage, introduction of Lode-angle dependency and modified strain-rate effect, are presented. The modified HJC model is implemented into the finite element code LS-DYNA through user defined material model. The improved performances due to the modifications are firstly demonstrated by single finite element numerical tests. And then several sets of projectile perforation experiments, in which the projectile mass, impact velocity and concrete slab thickness vary, are simulated by the modified HJC model, where corresponding predictions of the original HJC model are also presented to demonstrate the improved simulation of the cratering and scabbing phenomenon. Sensitivity analysis of three independent parameters that govern the tensile dynamic behavior of the modified model shows that the fracture strain and dynamic increase factor for tension are crucial for the correct modeling of the scabbing phenomenon, and the dynamic increase factor for tension as well as the ratio of the current meridian to the compressive meridian are important for the simulation of the cratering phenomenon. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:61 / 71
页数:11
相关论文
共 24 条
  • [1] [Anonymous], 2013, THESIS
  • [2] Century Dynamics Inc, 2003, AUTODYN THEOR MAN RE
  • [3] HALLQUIST HO, 2003, LSDYNA USERS MANUAL
  • [4] A Hydrocode Material Model for Concrete
    Hartmann, Thomas
    Pietzsch, Achim
    Gebbeken, Norbert
    [J]. INTERNATIONAL JOURNAL OF PROTECTIVE STRUCTURES, 2010, 1 (04) : 443 - 468
  • [5] Holmquist T.J., 1993, P 14 INT S BALL QUEB, V2, P591, DOI DOI 10.1115/1.4004326
  • [6] A numerical simulation on the perforation of reinforced concrete targets
    Huang, FL
    Wu, HJ
    Jin, QK
    Zhang, QM
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2005, 32 (1-4) : 173 - 187
  • [7] Islam MJ, 2012, INT J COMPUT METHODS, V9, P1
  • [8] Johnson GR, 1998, STRUCT MAT, V2, P793
  • [9] Kupfer H., 1969, ACI Structure Journals, V66, P656
  • [10] Concrete subjected to projectile and fragment impacts:: Modelling of crack softening and strain rate dependency in tension
    Leppaenen, Joosef
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2006, 32 (11) : 1828 - 1841