An elastoplastic constitutive damage model based on peridynamics formulation

被引:4
|
作者
Cruz, Atila Lupim [1 ]
Donadon, Mauricio Vicente [2 ]
机构
[1] Inst Aeronaut & Space, Mech Div, BR-12228904 Sao Jose Dos Campos, Brazil
[2] Technol Inst Aeronaut, Dept Aeronaut Engn, BR-12228900 Sao Jose Dos Campos, Brazil
关键词
Peridynamic; Stress analysis; Damage and fracture analysis; Smeared cracking model; FRACTURE; CRITERIA; PLATES;
D O I
10.1016/j.ijnonlinmec.2022.103978
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Peridynamic Theory based models allow simulating the initiation and growth of cracks in solid materials, without the aid of additional methods commonly employed in the conventional finite element formulation. Within this context, a new elastoplastic damage model is proposed to use with the Peridynamic Theory. This proposed damage model combines Von Mises plasticity-based theory with a smeared cracking approach enabling damage prediction within an energy-based framework. The formulation incorporates a mixed-mode propagation criterion to account for the effect of both axial and shear stresses in the simulation, which in turn allows prediction of damage progression in ductile materials under multiaxial loading without knowing a priori the mode mixity ratio. This proposed damage modeling approach can be used within any constitutive peridynamic model, by relying on the displacement field obtained in the simulation.
引用
收藏
页数:13
相关论文
共 50 条
  • [1] An elastoplastic damage constitutive model for concrete
    Jun Liu
    Gao Lin
    Hong Zhong
    China Ocean Engineering, 2013, 27 : 169 - 182
  • [2] Elastoplastic damage constitutive model of loess
    Xia, Wangmin
    Guo, Xinming
    Guo, Zengyu
    Cai, Qing'e
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2009, 28 (SUPPL. 1): : 3239 - 3243
  • [3] An Elastoplastic Damage Constitutive Model for Concrete
    刘军
    林皋
    钟红
    ChinaOceanEngineering, 2013, 27 (02) : 169 - 182
  • [4] An elastoplastic damage constitutive model for concrete
    Liu Jun
    Lin Gao
    Zhong Hong
    CHINA OCEAN ENGINEERING, 2013, 27 (02) : 169 - 182
  • [5] An elastoplastic damage constitutive model for concrete based on undamaged state
    Yu, Hai-Xiang
    Wu, Jian-Hua
    Gongcheng Lixue/Engineering Mechanics, 2009, 26 (10): : 79 - 86
  • [6] Formulation and implementation of elastoplastic constitutive model for carbonaceous slate
    Huayun Li
    Kaicheng Zhu
    Yelei Chen
    Bingguang Chen
    Bowen Zeng
    Zhiqiang Zhang
    Bulletin of Engineering Geology and the Environment, 2023, 82
  • [7] Formulation and implementation of elastoplastic constitutive model for carbonaceous slate
    Li, Huayun
    Zhu, Kaicheng
    Chen, Yelei
    Chen, Bingguang
    Zeng, Bowen
    Zhang, Zhiqiang
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (03)
  • [8] Elastoplastic Constitutive Modeling for Reinforced Concrete in Ordinary State-Based Peridynamics
    Li, Tianyi
    Gu, Xin
    Zhang, Qing
    Xia, Xiaozhou
    JOURNAL OF MECHANICS, 2020, 36 (06) : 799 - 811
  • [9] An Elastoplastic Fracture Model Based on Bond-Based Peridynamics
    Zu, Liping
    Liu, Yaxun
    Zhang, Haoran
    Liu, Lisheng
    Lai, Xin
    Mei, Hai
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2024, 140 (03): : 2349 - 2371
  • [10] A kind of scalar damage elastoplastic constitutive model of concrete
    Shao, Chang-Jiang
    Qian, Yong-Jiu
    Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, 2010, 27 (02): : 298 - 302