Investigation on fracture behavior of polymer-bonded explosives under compression using a viscoelastic phase-field fracture method

被引:18
作者
Huang, Kai [1 ,2 ,3 ]
Yan, Jia [1 ]
Shen, Rilin [1 ]
Wan, Yulin [1 ]
Li, Yukun [1 ]
Ge, Hao [1 ]
Yu, Hongjun [1 ]
Guo, Licheng [1 ]
机构
[1] Harbin Inst Technol, Dept Astronaut Sci & Mech, Harbin 150001, Peoples R China
[2] Harbin Inst Technol, Inst Adv Ceram, Harbin 150001, Peoples R China
[3] Xi An Jiao Tong Univ, State Key Lab Strength & Vibrat Mech Struct, Xian 710049, Peoples R China
基金
中国国家自然科学基金;
关键词
Polymer-bonded explosives (PBXs); Phase-field fracture (PFF) method; Compression loading; Viscoelasticity; Fracture; BRITTLE-FRACTURE; STABILITY ANALYSIS; FAILURE; MODEL; DAMAGE; MECHANICS; PROPAGATION; CRACKS;
D O I
10.1016/j.engfracmech.2022.108411
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Polymer-bonded explosives (PBXs) containing the energetic materials embedded in viscoelastic polymer matrix are often subjected to compressive loads in service, such as projectile penetration and drop. This study aims to investigate the fracture behavior of PBXs under compression by implementing a viscoelastic phase-field fracture (PFF) method. The mesh size and characteristic length scale of the present model are determined and further validated by comparing with experimental results. The influence of the viscoelasticity of the polymer matrix and heterogeneous microstructures on the fracture behavior of PBXs is comprehensively discussed. The results show that the strength and stiffness increase with an increasing strain rate; however, the failure strain increases at first and then decreases, which shows typical strain rate sensitivity. It is also found that the size and volume fraction of particulates have different effects on the fracture behavior of PBXs, i.e., the failure strength decreases with the increase of particulate size, but increases with the increase of particulate volume fraction. This study could lay the foundation for optimizing the structural design of high-performance PBXs.
引用
收藏
页数:16
相关论文
共 50 条
  • [31] A Bayesian estimation method for variational phase-field fracture problems
    Khodadadian, Amirreza
    Noii, Nima
    Parvizi, Maryam
    Abbaszadeh, Mostafa
    Wick, Thomas
    Heitzinger, Clemens
    COMPUTATIONAL MECHANICS, 2020, 66 (04) : 827 - 849
  • [32] Explicit phase-field total Lagrangian material point method for the dynamic fracture of hyperelastic materials
    Zhang, Zijian
    Qiu, Yisong
    Hu, Zhiqiang
    Ye, Hongfei
    Zhang, Hongwu
    Zheng, Yonggang
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 398
  • [33] A cohesive fracture-enhanced phase-field approach for modeling the damage behavior of steel fiber-reinforced concrete
    Nguyen, Hoang-Quan
    Le, Gia-Khuyen
    Le, Ba-Anh
    Tran, Bao-Viet
    ENGINEERING FRACTURE MECHANICS, 2024, 311
  • [34] Investigation of fracture in porous materials: a phase-field fracture study informed by ReaxFF
    He, Bang
    Truong Vo
    Newell, Pania
    ENGINEERING WITH COMPUTERS, 2022, 38 (06) : 5617 - 5633
  • [35] A phase-field model for fracture of unidirectional fiber-reinforced polymer matrix composites
    Denli, Funda Aksu
    Gultekin, Osman
    Holzapfel, Gerhard A.
    Dal, Husnu
    COMPUTATIONAL MECHANICS, 2020, 65 (04) : 1149 - 1166
  • [36] Fracture behavior of thermal mismatch in functionally graded materials using phase-field modeling
    Nguyen, Van-Hoi
    Trinh, Minh-Chien
    Jun, Hyungmin
    ENGINEERING FRACTURE MECHANICS, 2024, 310
  • [37] A spatio-temporal adaptive phase-field fracture method
    Labanda, Nicols A.
    Espath, Luis
    Calo, Victor M.
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 392
  • [38] Fracture of viscoelastic solids modeled with a modified phase field method
    Shen, Rilin
    Waisman, Haim
    Guo, Licheng
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 346 : 862 - 890
  • [39] Crack phase-field enhanced finite cover method for dynamic fracture at finite strain
    Han, Jike
    Hirayama, Daigo
    Shintaku, Yuichi
    Moriguchi, Shuji
    Terada, Kenjiro
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2024, 125 (02)
  • [40] An adaptive isogeometric phase-field method for brittle fracture in rock-like materials
    Li, Yicong
    Yu, Tiantang
    Natarajan, Sundararajan
    ENGINEERING FRACTURE MECHANICS, 2022, 263