A comparative study of the dynamic fragmentation of non-linear elastic and elasto-plastic rings: The roles of stored elastic energy and plastic dissipation

被引:10
|
作者
Vaz-Romero, A. [1 ]
Mercier, S. [2 ]
Rodriguez-Martinez, J. A. [1 ,2 ]
Molinari, A. [2 ]
机构
[1] Univ Carlos III Madrid, Dept Continuum Mech & Struct Anal, Avda Univ 30, Madrid 28911, Spain
[2] Univ Lorraine, CNRS, Arts & Metiers Paris Tech, LEM3, F-57000 Metz, France
基金
欧洲研究理事会;
关键词
Dynamic necking; Fragmentation; Numerical simulations; Plasticity; Hyperelasticity; MULTIPLE NECKING; STABILITY; LOCALIZATION; PREDICTIONS;
D O I
10.1016/j.mechmat.2019.02.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We develop a comparative analysis of the processes of dynamic necking and fragmentation in elasto-plastic and hyperelastic ductile rings subjected to rapid radial expansion. For that purpose, finite element simulations have been carried out using the commercial code ABAQUS/Explicit. Expanding velocities which range between 25 and 600 m/s have been investigated. The elasto-plastic material and the hyperelastic material are modelled with constitutive equations which provide nearly the same stress-strain response during monotonic uniaxial tensile loading, and fracture is assumed to occur at the same level of deformation energy. The computations have revealed that, while the number of necks nucleated in the elasto-plastic and hyperelastic rings is similar, the mechanisms which control their development are significantly different. In the elasto-plastic rings several necks are arrested due to the stress waves which travel the specimen after the localization process has started, and thus the number of fractures in the ring is significantly lower than the number of incepted necks. On the contrary, these stress waves do not stop the development of any neck in the hyperelastic rings. The elastic energy released from the sections of the ring which are unloading during the localization process fuels the development of the necks. Hence, for the whole range of investigated velocities, the proportion of necks that develop into fracture sites is much greater for the hyperelastic rings than for the elasto-plastic ones. The comparison between the numerical results obtained for both materials brings to light the roles of elastic unloading and plastic dissipation in multiple necking and fragmentation processes.
引用
收藏
页码:134 / 148
页数:15
相关论文
共 50 条
  • [1] LINEAR ELASTIC AND ELASTO-PLASTIC ASPECTS OF INTERFACE FRACTURE MECHANICS
    Banks-Sills, Leslie
    Sedmak, Aleksandar
    STRUCTURAL INTEGRITY AND LIFE-INTEGRITET I VEK KONSTRUKCIJA, 2020, 20 (03): : 203 - 210
  • [2] An assessment of non-linear elastic and elasto-plastic analyses with regards to tubular steel piles embedded in sands
    Foriero, Adolfo
    Bayati, Zeinab
    GEOMECHANICS AND ENGINEERING, 2023, 32 (04) : 397 - 409
  • [3] Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
    Messerklinger, S.
    Springman, S.
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2010, 28 (02) : 93 - 104
  • [4] A comparative study of linear elastic and elasto plastic fracture modeling by XFEM
    Gajjar, Margi
    Pathak, Himanshu
    Kumar, Sachin
    MATERIALS TODAY-PROCEEDINGS, 2019, 18 : 3733 - 3740
  • [5] Non-linear elasto-plastic behaviour of soft rock tunnel
    Hisatake, Masayasu
    Sakurai, Syunsuke
    Ito, Tomio
    1600, : 3 - 13
  • [6] Elasto-plastic wave front propagation in non-linear particle systems
    Shoaib, Muhammad
    Kari, Leif
    NONLINEAR ACOUSTICS FUNDAMENTALS AND APPLICATIONS, 2008, 1022 : 617 - 620
  • [7] Non-linear dynamics of an elasto-plastic oscillator with kinematic and isotropic hardening
    Savi, MA
    Pacheco, PMCL
    JOURNAL OF SOUND AND VIBRATION, 1997, 207 (02) : 207 - 226
  • [8] Crack growth prediction and non-linear analysis for an elasto-plastic solid
    Bian, Lichun
    INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 2009, 47 (03) : 325 - 341
  • [9] Non-linear dynamics of an elasto-plastic oscillator with kinematic and isotropic hardening
    Dept. of Mech. and Mat. Engineering, Instituto Militar de Engenharia, 22.290.270 - Rio de Janeiro - RJ, Brazil
    不详
    J Sound Vib, 2 (207-226):
  • [10] Interpretation of pressuremeter tests using non-linear elasto-plastic analysis
    Teh, CI
    Chang, MF
    Cao, LF
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 515 - 518