A fast algorithm for the elastic fields due to a single fiber break in a periodic fiber-reinforced composite

被引:0
|
作者
Ankit Gupta
Sivasambu Mahesh
Shyam M. Keralavarma
机构
[1] Indian Institute of Technology Madras,Department of Aerospace Engineering
来源
关键词
Composites; Fracture; Discrete Fourier transform; Lattice models; Circulant matrix; Periodic boundary condition;
D O I
暂无
中图分类号
学科分类号
摘要
The stress state in a shear-lag model of a unidirectional fiber composite with an arbitrary configuration of fiber breaks is obtained by the weighted superposition of the stress state due to a single broken fiber. In a periodic patch comprised of N fibers located at the points of a regular lattice, a method to determine the stress state due to a single break was proposed by Landis et al. (J Mech Phys Solids 48(3):621–648, 2000). This method entails the determination of the eigenspace of an N×N\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$N\times N$$\end{document} matrix, at a computational cost of O(N3)\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$O(N^3)$$\end{document}. In the present work, an alternative algorithm is proposed. This algorithm exploits the circulant structure of the matrix describing the inter-fiber interactions. The asymptotic computational complexity of the present algorithm equals that of the discrete Fourier transform: O(NlogN)\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$${O}(N \log N)$$\end{document}. Run times of the present method with the eigensolution based method are compared, and shown to be very favorable for the present method, even for small N. Power-law scaling of the overloads due to a single break to much larger distances than previously possible has been verified using the present method.
引用
收藏
页码:121 / 127
页数:6
相关论文
共 50 条
  • [41] Evaluation of Elastic Modulus of Fiber-Reinforced Concrete
    Suksawang, Nakin
    Wtaife, Salem
    Alsabbagh, Ahmed
    ACI MATERIALS JOURNAL, 2018, 115 (02) : 239 - 249
  • [42] Dynamic effects of a single fiber break in unidirectional glass fiber-reinforced polymer composites: Effects of matrix plasticity
    Ganesh, Raja
    Sockalingam, Subramani
    Gillespie, John W.
    JOURNAL OF COMPOSITE MATERIALS, 2018, 52 (14) : 1873 - 1886
  • [43] ELASTIC PROPERTIES OF RIGID FIBER-REINFORCED COMPOSITES
    CHEN, J
    THORPE, MF
    DAVIS, LC
    JOURNAL OF APPLIED PHYSICS, 1995, 77 (09) : 4349 - 4360
  • [44] Convexity conditions for fiber-reinforced elastic shells
    Birsan, Mircea
    Shirani, Milad
    Steigmann, David J.
    MATHEMATICS AND MECHANICS OF SOLIDS, 2024,
  • [45] On local resonance of fiber-reinforced elastic metacomposites
    Ru, C. Q.
    EXTREME MECHANICS LETTERS, 2022, 56
  • [46] Universal relations for fiber-reinforced elastic materials
    Saccomandi, G
    Beatty, MF
    MATHEMATICS AND MECHANICS OF SOLIDS, 2002, 7 (01) : 95 - 110
  • [47] Computation of the bounds on the elastic moduli of a fiber-reinforced composite by Monte Carlo simulations
    Chun-Ron Chiang
    Acta Mechanica, 2011, 217 : 257 - 267
  • [48] Reliability assessment of fiber-reinforced composite laminates with correlated elastic mechanical parameters
    Chen, Xiao
    Qiu, Zhiping
    COMPOSITE STRUCTURES, 2018, 203 : 396 - 403
  • [49] Computation of the bounds on the elastic moduli of a fiber-reinforced composite by Monte Carlo simulations
    Chiang, Chun-Ron
    ACTA MECHANICA, 2011, 217 (3-4) : 257 - 267
  • [50] Elastic properties of an orthotropic binary fiber-reinforced composite with auxetic and conventional constituents
    Nava-Gomez, Gerardo G.
    Camacho-Montes, Hector
    Sabina, Federico J.
    Rodriguez-Ramos, Reinaldo
    Fuentes, Luis
    Guinovart-Diaz, Raul
    MECHANICS OF MATERIALS, 2012, 48 : 1 - 25