• DocumentCode
    2805527
  • Title

    Numerical simulation on tensile properties of Ω-shaped frozen pipe joint

  • Author

    Shao, Hongcai ; Lv, Fanren ; Jin, Yaohua

  • Author_Institution
    Dept. of Civil Eng., Yangzhou Polytech. Coll., Yangzhou, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    3267
  • Lastpage
    3270
  • Abstract
    In recent years, there were many accidents of frozen pipe broken in the civil engineering. This was a serious threat to the project. In order to solve the frozen pipe broken problem the tensile properties of the Ω-shaped frozen pipe joint were studied by numerical simulation method. It indicated that the joint has big elongation indicator and flexibility. The curved part straightens at first under the tension force. And the local occur destruction after the limit deformation. This Ω -shaped frozen pipe joint extends more than 10mm in axial orientation without damage. So this kind of joint has good flexibility in both axial and lateral direction. It can hold up the deformation by temperature, frost and excavation in the frozen wall. This can prevent frozen pipe from breaking. The Ω -shaped frozen pipe joint can been used widely in the civil engineering.
  • Keywords
    civil engineering; elongation; freezing; industrial accidents; joining processes; numerical analysis; pipes; tensile strength; Ω-shaped frozen pipe joint; axial orientation; civil engineering; curved part straightens; elongation indicator; excavation; flexibility; frozen pipe broken accidents; frozen wall; numerical simulation method; size 10 mm; tensile properties; tension force; Civil engineering; Educational institutions; Finite element methods; Joints; Numerical simulation; Stress; Three dimensional displays; frozen pipe; joint; numerical simulation; tensile properties;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5987688
  • Filename
    5987688