A space-time finite element method for elasto-plastic shock dynamics

被引:0
|
作者
Han, RPS [1 ]
Lu, J
机构
[1] Univ Iowa, Dept Mech Engn, Iowa City, IA 52242 USA
[2] Univ Calif Berkeley, Dept Mech Engn, Berkeley, CA 94720 USA
关键词
D O I
10.1006/jsvi.1998.2033
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
A space-time finite element method (STFEM) for elastoplastic dynamic analysis is proposed in this paper. A weak form of the governing equation which corresponds to the conservation of impulse-momentum (the shockmomentum equation) is established, based on which STFEM equations are derived. A family of linear temporal shape functions is studied, which for linear elasticity, the ensuing STFEM algorithm is equivalent to the Newmark algorithm with gamma = 0.5. Rate-independent plasticity is incorporated into the model. As a numerical example, a cantilever beam under shock loading is analyzed. The results show that the propagation of shock waves is drastically slowed down by the presence of plasticity. Also, because the plastic deformation tends to be localized in the vicinity of the impact, a full transient analysis is essential, in order to accurately determine the locations of the: plastic hinges. (C) 1999 Academic Press.
引用
收藏
页码:65 / 84
页数:20
相关论文
共 50 条
  • [41] Elasto-plastic finite element simulation of the flat rolling process by dynamic explicit method
    Fukumura, M
    Fujikake, M
    Fujita, F
    Fujita, Y
    SIMULATION OF MATERIALS PROCESSING: THEORY, METHODS AND APPLICATIONS, 1998, : 683 - 688
  • [42] Elasto-plastic finite element analysis of a crack in an infinite plate
    Shailendra K. Sharan
    International Journal of Fracture, 2000, 103 : 163 - 176
  • [43] MULTI-DIMENSIONAL ELASTO-PLASTIC CONSOLIDATION ANALYSIS BY FINITE ELEMENT METHOD.
    Matsui, Tamotsu
    Abe, Nobuharu
    Soils and Foundations, 1981, 21 (01) : 79 - 95
  • [44] Stability and reinforcement analysis of rock slope based on elasto-plastic finite element method
    刘耀儒
    武哲书
    常强
    李波
    杨强
    JournalofCentralSouthUniversity, 2015, 22 (07) : 2739 - 2751
  • [45] Stability and reinforcement analysis of rock slope based on elasto-plastic finite element method
    Liu Yao-ru
    Wu Zhe-shu
    Chang Qiang
    Li Bo
    Yang Qiang
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2015, 22 (07) : 2739 - 2751
  • [46] A nonlinear elasto-plastic analysis of Reissner-Mindlin plates by finite element method
    Kamel, Meftah
    Lakhdar, Sedira
    FRATTURA ED INTEGRITA STRUTTURALE-FRACTURE AND STRUCTURAL INTEGRITY, 2019, (50): : 276 - 285
  • [47] Plastic Region Tightening of Bolted Joints (Finite Element Elasto-Plastic Analysis)
    Dept. of Mech. Syst. Engineering, Shinshu University, Wakasato 4-17-1, Nagano, 380-8553, Japan
    American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP, 2000, 405 : 151 - 156
  • [48] The elasto-plastic and geometrically nonlinear finite element model of space beam considering restraint torsion
    Nie, G. J.
    Zhong, Z.
    ENGINEERING PLASTICITY AND ITS APPLICATIONS FROM NANOSCALE TO MACROSCALE, PTS 1 AND 2, 2007, 340-341 : 335 - +
  • [50] ELASTO-PLASTIC AND CREEP ANALYSIS OF AXISYMMETRICAL THIN SHELLS BY THE FINITE ELEMENT METHOD.
    Xu, Jinan
    Xibei Gongye Daxue Xuebao/Journal of Northwestern Polytechnical University, 1987, 5 (Extra Issue): : 49 - 60