• DocumentCode
    3083093
  • Title

    Dynamic Response Analysis Based on Pile-Soil-Heavy Duty Machine Tool

  • Author

    Cai Li-gang ; Tian Yang ; Liu Zhi-feng

  • Author_Institution
    Coll. of Mech. Eng. & Appl. Electron. Technol., Beijing Univ. of Technol., Beijing, China
  • fYear
    2013
  • fDate
    21-23 July 2013
  • Firstpage
    34
  • Lastpage
    37
  • Abstract
    Characteristics of the large self-weight and large load of heavy machine tool, lead to the change of ground motion character, its dynamic response is directly affected by pile-soil structure. This paper, through the introduction of large guide joint, the pile soil contact surface, boundary conditions of artificial interception area and the equivalent stiffness and damping, builds an easily achieved soil-pile-heavy machine tool dynamic model, studies the system step response law in the different soil layer, provides the theory basis for the foundation soil design of heavy machine tool.
  • Keywords
    construction equipment; damping; design engineering; dynamic response; elasticity; foundations; geotechnical engineering; machine tools; mechanical contact; soil; step response; artificial interception area; boundary conditions; damping; dynamic response analysis; foundation soil design; ground motion character; guide joint; large load heavy machine tool; pile soil contact surface; pile-soil structure; pile-soil-heavy duty machine tool; self-weight heavy machine tool; soil layer; soil-pile-heavy machine tool dynamic model; stiffness; system step response law; Boundary conditions; Damping; Finite element analysis; Machine tools; Mathematical model; Soil; Springs; heavy machine tool. different soil. boundary condition. step response;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanical and Automation Engineering (MAEE), 2013 International Conference on
  • Conference_Location
    Jiujang
  • Type

    conf

  • DOI
    10.1109/MAEE.2013.18
  • Filename
    6602131