Experimental and numerical research on deformation of square plates with circular holes under blast load

被引:0
|
作者
Wei, Qingyuan [1 ]
Shi, Dongyan [1 ]
Wu, Ziqi [2 ]
Zhou, Yanpei [3 ]
Cui, Xiongwei [3 ]
机构
[1] College of Mechanical and Electrical Engineering, Harbin Engineering University, Harbin,150001, China
[2] NORINCO Group Air Ammunition Research Institute Co. Ltd., Heilongjiang, Harbin,150001, China
[3] College of Shipbuilding Engineering, Harbin Engineering University, Harbin,150001, China
基金
中国国家自然科学基金;
关键词
Digital elevation model - Explosions - Plastic deformation;
D O I
10.1016/j.tws.2024.112543
中图分类号
学科分类号
摘要
The response and failure of plates under blast loads are critical concerns in engineering. Plates with preformed holes may exhibit significantly different behaviors compared to those without holes, and detailed research on this topic remains limited. In this study, the deformation of square plates with circular holes subjected to blast loads was investigated through experiment and simulation methods. Square plates with circular holes were designed with three hole positions and two hole diameters. Far-field explosion experiments measured the displacement fields of the plates and the overpressure on the plate frame. Subsequently, LS-Dyna simulation models were established using a two-dimensional model to three-dimensional model mapping, with numerical results aligning with experimental results. Additional numerical calculations with larger charge mass supplemented the experimental cases, analyzing the influence of holes on plate response. It was found that the presence of a hole influenced the displacement field, with notable local effects such as significantly increased displacement near the hole. The presence of a hole can shift the position of maximum equivalent plastic strain from the plate edge to the hole edge. The influence of the size and position of a hole on the deformation and equivalent plastic strain were discussed. © 2024
引用
收藏
相关论文
共 50 条
  • [31] Experimental and Numerical Investigation of Transverse Circular Holes on Load-Carrying Capacity of RC Columns
    Muhammad Fiaz Tahir
    Faisal Shabbir
    Afaq Ahmad
    Naeem Ejaz
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2021, 45 : 683 - 696
  • [32] Numerical and Experimental Buckling Analysis for Circular Plates
    Akbulut, H.
    Bingol, M. F.
    EXPERIMENTAL TECHNIQUES, 2024, 48 (03) : 439 - 448
  • [33] Numerical and Experimental Buckling Analysis for Circular Plates
    H. Akbulut
    M. F. Bingöl
    Experimental Techniques, 2024, 48 : 439 - 448
  • [34] The influence of different pre-formed holes on the dynamic response of square plates under air-blast loading
    Li, Ying
    Wu, Weiguo
    Zhu, Haiqing
    Wu, Zhen
    Du, Zhipeng
    ENGINEERING FAILURE ANALYSIS, 2017, 78 : 122 - 133
  • [35] Peak stress multipliers for thin perforated plates with square arrays of circular holes
    Bhattacharya, A
    Raj, VV
    INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2003, 80 (06) : 379 - 388
  • [36] INITIAL BUCKLING OF SQUARE PLATES IN SHEAR WITH CENTRAL FLANGED CIRCULAR HOLES.
    Anon
    Engineering Sciences Data Unit, Data Items, 1975,
  • [37] A Numerical and Experimental Study of Composite Plates with De lamination under Compression Load
    Ruan, Jiangtao
    Wang, Shibin
    Tong, Jingwei
    Shen, Min
    Aymerich, F.
    Priolo, P.
    BIOTECHNOLOGY, CHEMICAL AND MATERIALS ENGINEERING, PTS 1-3, 2012, 393-395 : 7 - +
  • [39] Numerical Research on Blast-resistant Performance of Graded Corrugated Sandwich Plates under Air Blast Loading
    Li Y.
    Cheng Y.-S.
    Zhang P.
    Liu J.
    Binggong Xuebao/Acta Armamentarii, 2017, 38 (06): : 1131 - 1139
  • [40] THE BEHAVIOR OF SQUARE STEEL PLATES SUBJECTED TO A CIRCULAR BLUNT ENDED LOAD
    LANGSETH, M
    LARSEN, PK
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 1992, 12 (04) : 617 - 638