Simulation of elasto-plastic behaviour of an artificial 3D-structure under dynamic loading

被引:32
|
作者
Romanova, V
Balokhonov, R
Makarov, P
Schmauder, S
Soppa, E
机构
[1] SB RAS, Inst Strength Phys & Mat Sci, Tomsk 634021, Russia
[2] Univ Stuttgart, Staatliche MPA, D-70569 Stuttgart, Germany
关键词
computational mechanics; 3D-microstructure; elastic-plastic behaviour; dynamic loading;
D O I
10.1016/j.commatsci.2003.08.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
From the meso-mechanical point of view, the internal structure of a material considerably influences its plastic deformation pattern at the meso-scale level. 2D calculations have shown that the consideration of an internal structure in an explicit form allows us to describe some experimentally observed phenomena, such as plastic strain localisation, material fragmentation, shear and rotation of grain conglomerates, etc. Real structural effects are three-dimensional by nature and in many cases can not be simulated in the framework of a 2D model. It is, therefore, a challenge to perform 3D-modelling for meso-volume behaviour under loading, taking into account material internal structure, and to investigate the phenomena caused by structural effects. In this paper, a special routine to generate a 3D heterogeneous structure is proposed. To calculate a 3D polycrystalline test-piece under plane shock wave as an example, we solve a dynamic problem and obtain numerical solutions using the finite-difference method. The results of 3D simulations are analysed and compared with those for a 2D set. (C) 2003 Elsevier B.V. All rights reserved.
引用
收藏
页码:518 / 528
页数:11
相关论文
共 50 条
  • [21] Elasto-plastic analysis of the interface behaviour between granular media and structure
    De Gennaro, V
    Frank, R
    COMPUTERS AND GEOTECHNICS, 2002, 29 (07) : 547 - 572
  • [22] Elasto-plastic modelling of the behaviour of granular soil-structure interfaces
    de Gennaro, Vincenzo
    Frank, Roger
    Lecture Notes in Applied and Computational Mechanics, 2004, 14 : 133 - 158
  • [23] The elasto-plastic design of reinforced concrete beams and slabs subject to dynamic loading
    Farag, HM
    Leach, P
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1997, 122 (01) : 117 - 123
  • [24] The elasto-plastic design of reinforced concrete beams and slabs subject to dynamic loading
    Telford Research Institute, University of Salford, United Kingdom
    Proc Inst Civ Eng Struct Build, 1 (117-123):
  • [25] 3D mixed virtual element formulation for dynamic elasto-plastic analysis
    Mertcan Cihan
    Blaž Hudobivnik
    Fadi Aldakheel
    Peter Wriggers
    Computational Mechanics, 2021, 68 : 1 - 18
  • [26] Design charts for elasto-plastic design of cladding panels subject to dynamic loading
    Leach, P.
    Proceedings of the Institution of Civil Engineers: Structures and Buildings, 1993, 99 (01): : 55 - 61
  • [27] Elasto-plastic model of structured marine clay under general loading conditions
    Zhang, Shuo
    Ye, Guanlin
    Liao, Chencong
    Wang, Jianhua
    APPLIED OCEAN RESEARCH, 2018, 76 : 211 - 220
  • [28] Elasto-plastic behavior and failure of thick GLARE laminates under bending loading
    Solyaev, Y.
    Lurie, S.
    Prokudin, O.
    Antipov, V
    Rabinskiy, L.
    Serebrennikova, N.
    Dobryanskiy, V
    COMPOSITES PART B-ENGINEERING, 2020, 200
  • [29] An approach to optimal design of composite laminates under elasto-plastic loading conditions
    Antonio, CAC
    Barbosa, JT
    Dinis, LS
    COMPUTATIONAL PLASTICITY: FUNDAMENTALS AND APPLICATIONS, PTS 1 AND 2, 1997, : 1162 - 1167
  • [30] Simulation of elasto-plastic behaviour of polycristalline dual-phase steel microstructures
    Bonifaz, EA
    Meizoso, AM
    Esnaola, JMM
    Sevillano, JG
    BOLETIN DE LA SOCIEDAD ESPANOLA DE CERAMICA Y VIDRIO, 2000, 39 (03): : 341 - 343