Transversely isotropic constitutive model of the polypropylene separator based on Rich-Hill elastoplastic constitutive theory

Author(s):  
Guicheng Zhao ◽  
Huifeng Xi ◽  
Jinbiao Yang

Abstract The polypropylene (PP) separator is a kind of transversely isotropic porous polymer film, and it is a key component of lithium-ion batteries. The mechanical properties of the separator affect the strength and security of lithium-ion batteries directly. However, the anisotropy behaviors of the separator remain unclear, which has led to inaccuracy of failure behaviors in lithium-ion battery. A large deformation elastic-plastic constitutive model of the PP separator was developed with the Rich-Hill large deformation elastoplastic constitutive theory. Besides, the hardening law of the PP separator was established according to the Hill yield criterion. The constitutive model accurately captured the anisotropy behaviors and the elastic-plastic process considering the large deformation of the separator. Numerical examples for model validation were presented and in good agreement with stress-strain data of tests up to the hardening stage.

2013 ◽  
Vol 423-426 ◽  
pp. 1187-1192 ◽  
Author(s):  
Zhi Min Li ◽  
Tao Liu ◽  
Zhi Li Cui

Starting from the thermodynamics, model of frozen soil is studied by energy dissipation theory and the inside and outside the state variables is given under isothermal conditions. Damage of frozen soil is re-flecked by effective stress and damage tensor in Damage Mechanics. Dissipation function is in form of plastic dissipation function (DP yield criterion) and the damage dissipation function. And plastic dissipation function is coupled of the damage variable. Through the elastic-plastic and damage evolution, frozen soil incremental elastic-plastic damage constitutive model is made. And finite element scheme is given.


2008 ◽  
Vol 184 (2) ◽  
pp. 420-426 ◽  
Author(s):  
Ruiying Miao ◽  
Bowen Liu ◽  
Zhongzheng Zhu ◽  
Yun Liu ◽  
Jianling Li ◽  
...  

2009 ◽  
Vol 54 (18) ◽  
pp. 4403-4407 ◽  
Author(s):  
Z.H. Li ◽  
C. Cheng ◽  
X.Y. Zhan ◽  
Y.P. Wu ◽  
X.D. Zhou

2014 ◽  
Vol 161 (14) ◽  
pp. A2243-A2249 ◽  
Author(s):  
Xing-yu Zhang ◽  
Feng Hao ◽  
Hao-sen Chen ◽  
Dai-ning Fang

2014 ◽  
Vol 919-921 ◽  
pp. 627-631 ◽  
Author(s):  
Xiang Tian Xu ◽  
Cai Xia Fan ◽  
Tian Yu Zhang

To model the stress-strain relation of frozen soil under different temperatures, an elasto-plastic constitutive model coupling with temperature variable was proposed. Under axisymmetric condition, elastic strain was calculated by the K-G model coupling with temperature. The plastic strain was calculated by using the DP yield criterion, associated flow rule and isotropic hardening law. All of the elastic and plastic parameters are related to the temperature variable. The simulated results show that the proposed model can predict the deformation behavior of frozen soil under different temperatures.


2017 ◽  
Vol 108 ◽  
pp. 230-243 ◽  
Author(s):  
Kai Zhang ◽  
Yong Li ◽  
Bailin Zheng ◽  
Gangpeng Wu ◽  
Jingshen Wu ◽  
...  

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