A new approach on constitutive modeling for quasi-brittle materials under multiaxial loading

被引:0
|
作者
Guo, Yadong [1 ]
机构
[1] Univ Georgia, Athens, GA 30602 USA
关键词
anisotropic damage; constitutive behavior; fiber-bundle model; quasi-brittle materials; six-dimensional mechanical space; DAMAGE; CONCRETE; BEHAVIOR; PLASTICITY; FRICTION; FRACTURE; CRACKING; M7;
D O I
10.1088/1742-5468/ad6d4a
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This work introduces a new method for expanding unidimensional models to predict material behavior under multiaxial loading. The concept of six-dimensional mechanical space is adopted, and in each basis direction of the space, there is one fiber-bundle model (FBM), so these six FBMs are independent amongst one another but follow the same damage evolution rule. Under triaxial loading, these FBMs have different stress and strain states, so six corresponding damage variables have different values. The anisotropic damage is thus represented by the six damage variables. When it is under uniaxial loading, the six-dimensional space reduces to one-dimensional space, so the proposed model can be calibrated using uniaxial loading test data, and the calibrated model can predict the material behavior under multiaxial loading conditions. Biaxial loading and triaxial loading test data are used to verify the proposed model, and parametric analyses are performed to analyze model predictions under different loading conditions. It shows that model predictions agree well with the test data and are consistent with experimental observations.
引用
收藏
页数:17
相关论文
共 50 条
  • [11] On the partition of fracture energy in constitutive modelling of quasi-brittle materials
    Nguyen, Giang D.
    Einav, Itai
    Guiamatsia, Irene
    ENGINEERING FRACTURE MECHANICS, 2012, 79 : 225 - 244
  • [12] Size effects on fracture toughness of quasi-brittle materials - A new approach
    Ayatollahi, M. R.
    Akbardoost, J.
    ENGINEERING FRACTURE MECHANICS, 2012, 92 : 89 - 100
  • [13] Nonlinear strain energy based (NSEB) criterion for quasi-brittle materials under multiaxial stress states
    Liu, Xiaoyu
    Xiong, Zhihua
    Zhang, Huimei
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 375
  • [14] A beam-particle model to identify constitutive laws for quasi-brittle materials under complex loading: From concrete to masonry
    Oliver-Leblond, C.
    Giry, C.
    Limoge, C.
    Vassaux, M.
    Anglade, E.
    Ragueneau, F.
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES. EURO-C 2018, 2018, : 913 - 920
  • [15] Modeling of quasi-brittle materials cracking using a lattice discrete element approach
    Zafati, E.
    Oliver-Leblond, C.
    Ragueneau, F.
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES. EURO-C 2018, 2018, : 661 - 667
  • [16] Damage Micromechanics for Constitutive Relations and Failure of Microcracked Quasi-Brittle Materials
    Feng, Xi-Qiao
    Yu, Shou-Wen
    INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2010, 19 (08) : 911 - 948
  • [17] A UNIFIED APPROACH TO SIZE EFFECT IN QUASI-BRITTLE MATERIALS
    SAB, K
    LAALAI, I
    COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE II, 1993, 316 (09): : 1187 - 1192
  • [18] A dimensional analysis approach to fatigue in quasi-brittle materials
    Paggi, Marco
    FRATTURA ED INTEGRITA STRUTTURALE, 2009, (10): : 43 - 55
  • [19] Stochastic approach to size effect in quasi-brittle materials
    Colliat, Jean-Baptiste
    Hautefeuille, Martin
    Ibrahimbegovic, Adnan
    Matthies, Hermann G.
    COMPTES RENDUS MECANIQUE, 2007, 335 (08): : 430 - 435
  • [20] Study on crack curving and branching mechanism in quasi-brittle materials under dynamic biaxial loading
    Yang, Y. F.
    Tang, C. A.
    Xia, K. W.
    INTERNATIONAL JOURNAL OF FRACTURE, 2012, 177 (01) : 53 - 72