Numerical Investigation of Tensile and Compressive Behavior of Mild Steel Subjected to High Strain Rate

被引:0
|
作者
Kumar, Ajay [1 ]
Iqbal, M. A. [1 ]
机构
[1] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee 247667, Uttaranchal, India
关键词
LS-DYNA; mild steel; numerical simulation; shoulder; SHPB; strain rate; BAR;
D O I
10.1142/S021945542440011X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Numerical simulations were conducted to validate computational and constitutive models for steel materials through dynamic material tests involving both tension and compression. These simulations involved the numerical modeling of the split Hopkinson pressure bar (SHPB) apparatus, with the appropriate loading applied directly in compression and indirectly in tension. To induce a tensile wave within the specimen, a shoulder, such as a coupler or collar, was interposed between the bars. The simulations were carried out using the LS-DYNA finite element code. In these numerical simulations of the SHPB tests, the MAT-15 Johnson-Cook material model was applied to represent mild steel. The resulting stress-strain relationships obtained under both compression and tension conditions were subsequently compared to corresponding experimental data. The primary objectives of these simulations were to determine the optimal placement of strain gauges on both the input and output bars of the tensile SHPB setup. Additionally, the simulations aimed to assess the influence of the gauge length-to-diameter ratio on the behavior of the mild steel specimen subjected to dynamic tension and compression. The results showed that the pulse produced due to the mechanical mismatch of the element at boundaries can be avoided using the length of the input bar smaller than the output bar. Further, the location of the strain gauge in the case of the output bar should be toward the output bar-shoulder interface, while in the case of the input bar, it should be considered at the center of the span of the bar.
引用
收藏
页数:16
相关论文
共 50 条
  • [1] Dynamic Tensile and Compressive Behavior Prestressing Steel Wire at the High Strain Rate
    Kumar, A.
    Iqbal, M. A.
    JOURNAL OF DYNAMIC BEHAVIOR OF MATERIALS, 2024, 10 (03) : 297 - 315
  • [2] Strain-Rate-Dependent Deformation Behavior of High-Carbon Steel under Tensile–Compressive Loading
    Amborish Banerjee
    B. Gangadhara Prusty
    Qiang Zhu
    Farshid Pahlevani
    Veena Sahajwalla
    JOM, 2019, 71 : 2757 - 2769
  • [3] Mechanical behavior of geopolymer concrete subjected to high strain rate compressive loadings
    Ke Nan Feng
    Dong Ruan
    Zhu Pan
    Frank Collins
    Yu Bai
    C. M. Wang
    Wen Hui Duan
    Materials and Structures, 2015, 48 : 671 - 681
  • [4] Mechanical behavior of geopolymer concrete subjected to high strain rate compressive loadings
    Feng, Ke Nan
    Ruan, Dong
    Pan, Zhu
    Collins, Frank
    Bai, Yu
    Wang, C. M.
    Duan, Wen Hui
    MATERIALS AND STRUCTURES, 2015, 48 (03) : 671 - 681
  • [5] Behavior of plain concrete subjected to tensile loading at high strain-rate
    Cadoni, E
    Albertini, C
    Labibes, K
    Solomos, G
    FRACTURE MECHANICS OF CONCRETE STRUCTURES, VOLS 1 AND 2, 2001, : 341 - 347
  • [6] High Strain Rate Tensile Behavior of Aluminum Alloy 7075 T651 and IS 2062 Mild Steel
    Pothnis, Jayaram R.
    Perla, Yernamma
    Arya, H.
    Naik, N. K.
    JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME, 2011, 133 (02):
  • [7] Compressive and tensile behaviour of concrete subjected to high rate of loading
    Khan, Mohammad Mohsin
    Kamran
    Iqbal, Mohd Ashraf
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2024, 9 (01)
  • [8] Compressive and tensile behaviour of concrete subjected to high rate of loading
    Mohammad Mohsin Khan
    Mohd Ashraf Kamran
    Innovative Infrastructure Solutions, 2024, 9
  • [9] Strain-Rate-Dependent Deformation Behavior of High-Carbon Steel under Tensile-Compressive Loading
    Banerjee, Amborish
    Prusty, B. Gangadhara
    Zhu, Qiang
    Pahlevani, Farshid
    Sahajwalla, Veena
    JOM, 2019, 71 (08) : 2757 - 2769
  • [10] High-strain rate compressive and tensile behavior of concrete with substituted Polyamide sand
    Xiong, Beibei
    Lai, Dade
    Ferrara, Liberato
    Demartino, Cristoforo
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 432