Modelling the cyclic elasto-viscoplastic behaviour of polymers

被引:10
|
作者
Motta, E. P. [1 ]
Reis, J. M. L. [1 ]
da Costa Mattos, H. S. [1 ]
机构
[1] Univ Fed Fluminense, Lab Theoret & Appl Mech, Grad Program Mech Engn, Rua Passo Patria 156, BR-24210240 Niteroi, RJ, Brazil
关键词
Polyvinylidene fluoride; Polyamide; Cyclic tensile tests; Elasto-viscoplasticity; Ratchetting; Shakedown; Modelling; POLYVINYLIDENE FLUORIDE; TENSILE BEHAVIOR; YIELD CRITERIA; CAVITATION; DAMAGE;
D O I
10.1016/j.polymertesting.2019.105991
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The mechanical behaviour of polymeric materials presents some peculiarities, especially regarding the evolution of their hardening under stresses above the proportional limit. For many types of polymers (Epoxy, Polyamides, Polyvinylidene, etc.) the elastic properties are not rate-dependent, and the behaviour is elasto-viscoplastic. Also, in the case of load-unload tensile tests, preliminary studies show that the kinematic hardening of this kind of material can be much more significant than the isotropic hardening, and a negative plastic strain rate may occur even with a positive stress. Thereby, nonlinear phenomena may occur during tractive load-unload cyclic tests executed above the proportionality limit, leading to dissipation of mechanical energy. The present paper aims at the development of a general elasto-viscoplastic model for polymers, able to describe the progressive accumulation of plastic deformation for an arbitrary loading history. This model considers dissipative phenomena by the coupled effect of the internal variables with nonlinear hardening equations. Since a volume variation can be observed during plastic deformation, a modified von Mises yield criterion that accounts for the influence of the hydrostatic pressure is proposed. All parameters arisen from theory can be identified experimentally from tensile tests with different strain rates and load-unload tensile tests. The model adequacy was tested for particular types of Polyvinylidene fluoride (PVDF) and of Polyamide (PA 12), which are materials commonly used as an internal pressure sheath in offshore flexible pipes in the Brazilian pre-salt basin. One-dimensional numerical simulations were performed aiming to compare the numerical results with the experimental ones, showing a very good agreement.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] Modelling of the elasto-viscoplastic damage behaviour of glassy polymers
    Zairi, F.
    Nait-Abdelaziz, M.
    Gloaguen, J. M.
    Lefebvre, J. M.
    [J]. INTERNATIONAL JOURNAL OF PLASTICITY, 2008, 24 (06) : 945 - 965
  • [2] Analysis of the cyclic tensile behaviour of an elasto-viscoplastic polyamide
    da Costa Mattos, H. S.
    Reis, J. M. L.
    de Medeiros, L. G. M. O.
    Monteiro, A. H.
    Teixeira, S. C. S.
    Chaves, E. G.
    [J]. POLYMER TESTING, 2017, 58 : 40 - 47
  • [3] Modelling of ageing effects on the elasto-viscoplastic behaviour of geomaterial
    Tatsuoka, Fumio
    Di Benedetto, Herve
    Kongkitkul, Warat
    Kongsukprasert, Lalana
    Nishi, Takahiko
    Sano, Yusuke
    [J]. SOILS AND FOUNDATIONS, 2008, 48 (02) : 155 - 174
  • [4] Analysis of the cyclic tensile behaviour of an elasto-viscoplastic polyvinylidene fluoride (PVDF)
    Motta, E. P.
    Reis, J. M. L.
    da Costa Mattos, H. S.
    [J]. POLYMER TESTING, 2018, 67 : 503 - 512
  • [5] Modelling the rheological behaviour of fresh concrete: An elasto-viscoplastic finite element approach
    Chidiac, SE
    Habibbeigi, F
    [J]. COMPUTERS AND CONCRETE, 2005, 2 (02): : 97 - 110
  • [6] Elasto-viscoplastic behaviour of polyester polymer mortars under monotonic and cyclic compression
    Del Vecchio, F. J. C.
    Reis, J. M. L.
    da Costa Mattos, H. S.
    [J]. POLYMER TESTING, 2014, 35 : 62 - 72
  • [7] Modelling of ageing effects on the elasto-viscoplastic stress-strain behaviour of geomaterial
    Tatsuoka, F.
    Sano, Y.
    Iguchi, Y.
    Kume, H.
    Kongkitkul, W.
    Di Benedetto, H.
    [J]. DEFORMATION CHARACTERISTICS OF GEOMATERIALS, VOLS 1 AND 2, 2008, : 467 - +
  • [8] Cyclic elasto-viscoplastic model for asphalt concrete materials
    Nguyen, Dang-Truc
    Nedjar, Boumediene
    Tamagny, Philippe
    [J]. ROAD MATERIALS AND PAVEMENT DESIGN, 2007, 8 (02) : 239 - 255
  • [10] A Constitutive Equation for the Elasto-Viscoplastic Deformation of Glassy Polymers
    Tervoort T.A.
    Smit R.J.M.
    Brekelmans W.A.M.
    Govaert L.E.
    [J]. Mechanics of Time-Dependent Materials, 1997, 1 (3) : 269 - 291