• DocumentCode
    3367569
  • Title

    Dual-nonlinear numerical simulation of concrete

  • Author

    Panxiu, Wang ; Haitao, Zhao ; Hui, Wang

  • Author_Institution
    Coll. of Civil Eng. & Transp., Hohai Univ., Nanjing, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    1011
  • Lastpage
    1014
  • Abstract
    Generally, the geometric non-linearity is ignored in numerical simulation, especially in some numerical simulation of concrete structure, but now it is confirmed by a large number of experiments that the response of the concrete structure under ultimate load depends both on material nonlinearity and geometric non-linearity. So in order to analyze the fracturing behavior of the structures under ultimate load, a FEM program of dual-nonlinear is compiled. At last, through the calculation of concrete structure, it is concluded that dual-nonlinear analysis is necessary in intensive numerical simulation.
  • Keywords
    concrete; finite element analysis; geometry; numerical analysis; structural engineering; FEM program; concrete structure; dual nonlinear numerical simulation; fracturing structural behavior; geometric nonlinearity; material nonlinearity; Building materials; Capacitive sensors; Civil engineering; Concrete; Educational institutions; Numerical simulation; Solid modeling; Strain measurement; Stress; Transportation; concrete; dual non-linearity; geometric non-linearity; numerical simulation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5536687
  • Filename
    5536687