Orthotropic cyclic stress-softening model for pure shear during repeated loading and unloading

被引:3
|
作者
Rickaby, Stephen R. [1 ]
Scott, Nigel H. [1 ]
机构
[1] Univ E Anglia, Sch Math, Norwich NR4 7TJ, Norfolk, England
关键词
Mullins effect; stress-relaxation; hysteresis; residual strain; orthotropy; PARTICLE-REINFORCED RUBBER; PSEUDO-ELASTIC MODEL; CONSTITUTIVE MODEL; MULLINS;
D O I
10.1093/imamat/hxu021
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We derive an orthotropic model to describe the cyclic stress softening of a carbon-filled rubber vulcanizate through multiple stress-strain cycles with increasing values of the maximum strain. We specialize the deformation to pure shear loading. As a result of strain-induced anisotropy following on from initial primary loading, the material may subsequently be described as orthotropic because in pure shear there are three different principal stretches so that the strain-induced anisotropy of the stress response is different in each of these three directions. We derive non-linear orthotropic models for the elastic response, stress relaxation and residual strain to model accurately the inelastic features associated with cyclic stress softening. We then develop an orthotropic version of the Arruda-Boyce eight-chain model of elasticity and then combine it with the ideas previously developed in this paper to produce an orthotropic constitutive relation for the cyclic stress softening of a carbon-filled rubber vulcanizate. The model developed here includes the widely occurring effects of hysteresis, stress-relaxation and residual strain. The model is found to compare well with experimental data.
引用
收藏
页码:869 / 888
页数:20
相关论文
共 50 条
  • [21] A plane stress softening plasticity model for orthotropic materials
    Lourenco, PB
    deBorst, R
    Rots, JG
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1997, 40 (21) : 4033 - 4057
  • [22] A phenomenological energy-based model to characterize stress-softening effect in elastomers
    Elías-Zúñiga, A
    POLYMER, 2005, 46 (10) : 3496 - 3506
  • [23] Effects of stress lower limit during cyclic loading and unloading on deformation characteristics of sandstones
    Peng, Kang
    Zhou, Jiaqi
    Zou, Quanle
    Zhang, Jing
    Wu, Fei
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 217 : 202 - 215
  • [24] FE-Implementation of a constitutive model for stress-softening based on hydrodynamic reinforcement
    Klauke, R.
    Meier, J.
    Klueppel, M.
    CONSTITUTIVE MODELS FOR RUBBER V, 2008, : 269 - +
  • [25] Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading
    Ying, Meng-jie
    Wang, Jun
    Liu, Fei-yu
    Li, Jing-ting
    Chen, Shu-qi
    GEOTEXTILES AND GEOMEMBRANES, 2022, 50 (01) : 99 - 115
  • [26] Cyclic uniaxial mechano optical studies on stress-softening behavior of natural rubber/clay nanocomposites
    Liang, Yurong
    Tan, Yingjie
    Guo, Yuanhao
    Hao, Mingzheng
    Zhang, Tao
    Wang, LinYan
    Mutlu, Zeynep
    Cakmak, Miko
    POLYMER, 2019, 169 : 52 - 57
  • [27] Residual Stress Analysis of an Orthotropic Composite Cylinder under Thermal Loading and Unloading
    Zarandi, Somayeh Bagherinejad
    Lai, Hsiang-Wei
    Wang, Yun-Che
    Aizikovich, Sergey
    SYMMETRY-BASEL, 2019, 11 (03):
  • [28] A constitutive model for rock under cyclic loading and unloading
    Zhang Ping-yang
    Xia Cai-chu
    Zhou Shu-wei
    Zhou Yu
    Hu Yong-sheng
    ROCK AND SOIL MECHANICS, 2015, 36 (12) : 3354 - 3359
  • [29] A visco-hyperelastic damage model for cyclic stress-softening, hysteresis and permanent set in rubber using the network alteration theory
    Ayoub, G.
    Zairi, F.
    Nait-Abdelaziz, M.
    Gloaguen, J. M.
    Kridli, G.
    INTERNATIONAL JOURNAL OF PLASTICITY, 2014, 54 : 19 - 33
  • [30] Evaluation of stress intensity factor under pure shear stress in orthotropic material
    Shimamoto, A.
    Umezaki, E.
    STRAIN, 1998, 34 (02) : 59 - 67