Temporal homogenization formula for viscoelastic-viscoplastic model subjected to local cyclic loading

被引:3
作者
Lee, Wonjoo [1 ]
Shin, Hyunseong [1 ]
机构
[1] Inha Univ, Dept Mech Engn, 100 Inha Ro, Incheon 22212, South Korea
基金
新加坡国家研究基金会;
关键词
cyclic loading; multiscale modeling; temporal homogenization; viscoelastic; viscoplastic; OVERSTRESS ELASTOVISCOPLASTICITY MODEL; NUMERICAL-SIMULATION; CONSTITUTIVE MODEL; ALGORITHMS; DEFORMATION; CONTINUUM; SOLIDS;
D O I
10.1002/nme.7143
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this study, a temporal homogenization formula was developed to predict the response fields (i.e., stress, strain, and displacement) of a viscoelastic-viscoplastic model under local cyclic loading. It is the first attempt to apply the temporal homogenization formula of constitutive equations with higher-order differential forms on the viscoelastic-viscoplastic model. The temporal homogenization formula is classified into two types: non-updated temporal homogenization formula and updated temporal homogenization formula. Initial boundary value problem was classified into the global initial boundary value problem and the local initial boundary value problem. To verify this method, two examples were used: (i) when a uniaxial cyclic load is applied to a one-dimensional bar and (ii) when a multiaxial cyclic load is applied to a three-dimensional bar. On comparing the accuracy of the non-updated and the updated temporal homogenization formula, it can be clearly seen that the updated temporal homogenization formula yielded more accurate results.
引用
收藏
页码:808 / 833
页数:26
相关论文
共 33 条
[1]   Kinetic and thermo-viscoelastic characterisation of the epoxy adhesive in GLARE [J].
Abouhamzeh, M. ;
Sinke, J. ;
Jansen, K. M. B. ;
Benedictus, R. .
COMPOSITE STRUCTURES, 2015, 124 :19-28
[2]   A micro-damage healing model that improves prediction of fatigue life in asphalt mixes [J].
Abu Al-Rub, Rashid K. ;
Darabi, Masoud K. ;
Little, Dallas N. ;
Masad, Eyad A. .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 2010, 48 (11) :966-990
[3]  
[Anonymous], 1998, The mathematical theory of plasticity
[4]  
Baquet E, 2011, MODELISATION THERMOM
[5]   Application of viscoelastic continuum damage approach to predict fatigue performance of Binzhou perpetual pavements [J].
Cao, Wei ;
Norouzi, Amirhossein ;
Kim, Y. Richard .
JOURNAL OF TRAFFIC AND TRANSPORTATION ENGINEERING-ENGLISH EDITION, 2016, 3 (02) :104-115
[6]  
Crossman F.W., 1978, ASTM STP, P205
[7]   A thermo-viscoelastic-viscoplastic-viscodamage constitutive model for asphaltic materials [J].
Darabi, Masoud K. ;
Abu Al-Rub, Rashid K. ;
Masad, Eyad A. ;
Huang, Chien-Wei ;
Little, Dallas N. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2011, 48 (01) :191-207
[8]   Numerical algorithms for J2 viscoplastic models [J].
De Angelis, Fabio .
METALLURGY TECHNOLOGY AND MATERIALS, 2012, 567 :267-274
[9]  
Ferry J.D., 1980, Viscoelastic properties of polymers, V3rd, DOI DOI 10.1149/1.2428174
[10]   An overstress elasto-viscoplasticity model for high/low cyclic strain rates loading conditions: Part II - Numerical analyses [J].
Fincato, R. ;
Tsutsumi, S. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2021, 208 :247-261