The equivalent method for arbitrary pulses loaded on the elastic-brittle panel

被引:4
|
作者
Wang, Mu [1 ]
Feng, Yongjie [1 ]
Zhong, Wei [2 ,3 ]
Qiu, Xinming [1 ]
机构
[1] Tsinghua Univ, Sch Aerosp Engn, Beijing 100084, Peoples R China
[2] Peking Univ, Sch Math Sci, Beijing 100871, Peoples R China
[3] Northwest Inst Nucl Technol, Xian 710024, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Equivalent method; Saturation analysis; Elastic-brittle panel; Blast-resistance; Glass; PRESSURE-IMPULSE DIAGRAM; CORRELATION PARAMETERS; BLAST; SHAPE; DERIVATION;
D O I
10.1016/j.ijimpeng.2022.104278
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The risk of urban blasts is rising nowadays. As the most fragile component in modern buildings, glass may cause casualties when it fails in a blast. Thus, being able to accurately predict the average splash speed of fragments is of great significance. In almost all the published studies on glass blast-resistance, the blast pulses are treated as monotonously decaying pulses, which is somewhat oversimplified for the pulses with complex shapes in urban blasts. In this study, for the pulses applied to the elastic panels, the applicability of the Youngdahl Equivalent Method (Y-EM), which is usually adopted in plastic analysis, is checked by employing our previous finite deformation approximate solutions. It is confirmed that Y-EM is applicable for the pulses loaded on an elastic-brittle panel when the finish time in Y-EM is set as the time at which the deflection reaches its maximum, rather than the duration of the external pulse. Furthermore, based on the combination of Y-EM and saturation analysis, an equivalent method for arbitrary pulses loaded on the elastic-brittle panel is proposed. Adopting this method, the average splash speed of glass fragments is predicted, which is proved to be accurate by comparison with the published experimental data. As the theoretical basis of the prediction, the pulse equivalent method proposed here is also proved to be effective.
引用
收藏
页数:10
相关论文
共 50 条
  • [21] Comments on the Validity of Test Conditions for Kolsky Bar Testing of Elastic-Brittle Materials
    Foster, J. T.
    EXPERIMENTAL MECHANICS, 2012, 52 (09) : 1559 - 1563
  • [22] Mesomechanics coal experiment and an elastic-brittle damage model based on texture features
    Sun Chuanmeng
    Cao Shugang
    Li Yong
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2018, 28 (04) : 639 - 647
  • [23] Strength of periodic elastic-brittle composites evaluated through homogenization and parameter identification
    Bolzon, G
    Ghilotti, D
    Maier, G
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2002, 21 (03) : 355 - 378
  • [24] A Numerical Simulation Method and its Application for Elastic-brittle of Crack Propagation of Fractured Rock under Compression Shear
    Jiang, Bei
    Zhu, Weishen
    Sun, Huibin
    Wang, Zhishen
    Gao, Song
    ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (01):
  • [25] UNIAXIAL COMPRESSION TESTING OF ELASTIC-BRITTLE MATERIALS, BENDING MOMENT BEING CONSIDERED
    GUSTKIEWICZ, J
    BULLETIN DE L ACADEMIE POLONAISE DES SCIENCES-SERIE DES SCIENCES TECHNIQUES, 1975, 23 (02): : 121 - 128
  • [26] Mesomechanics coal experiment and an elastic-brittle damage model based on texture features
    Sun Chuanmeng
    Cao Shugang
    Li Yong
    InternationalJournalofMiningScienceandTechnology, 2018, 28 (04) : 639 - 647
  • [27] Comments on the Validity of Test Conditions for Kolsky Bar Testing of Elastic-Brittle Materials
    J.T. Foster
    Experimental Mechanics, 2012, 52 : 1559 - 1563
  • [29] The anomalous crack growth behaviour of an elastic-brittle octet-truss architected solid
    Shaikeea, A. J. D.
    Hahn, D.
    Gandhi, V.
    Cui, H.
    Zheng, X.
    Deshpande, V. S.
    JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2024, 190
  • [30] Deformation of damaged elastic-brittle isotropic materials with a fixed concentration of microdefects in a complex stress state
    Babich, D. V.
    Bastun, V. N.
    JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN, 2011, 46 (01): : 67 - 72