• DocumentCode
    3347790
  • Title

    Deformation calculation formulas of prestressed steel-Concrete-Steel sandwich panel

  • Author

    Hang, Ruan ; Wang Lian-guang ; Ruan Hang

  • Author_Institution
    Sch. of Resources & Civil Eng., Northeastern Univ., Shenyang, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    881
  • Lastpage
    883
  • Abstract
    Steel-Concrete-steel sandwich panel is a new tape composite plates, in which the two steel plates are inter-connected by a series of transverse bar connectors simultaneously friction welded at both ends or only one end, the load-bearing capacity and the rigidity of sandwich panel will be enhanced by using prestressed force. The interface slip of prestressed steel-concrete-steel sandwich panel appears to a certainty under the external load, which induced internal force redistribution between concrete plate and steel plates. According to the structure characteristics of sandwich panel, the deformation differential equations that considering the effect of interface slip were established based on elasticity theory, the deformation calculation formulas of steel concrete steel sandwich panel were presented by the relationship between slip and deformation.
  • Keywords
    concrete; deformation; elasticity; internal stresses; slip; steel; deformation calculation; differential equations; elasticity theory; friction welding; interface slip; internal force redistribution; load-bearing capacity; prestressed steel-concrete-steel sandwich panel; transverse bar connectors; Civil engineering; Concrete; Connectors; Containers; Differential equations; Elasticity; Friction; Slabs; Steel; Welding; calculation formulas; deformation; prestressing force; sandwich panel;
  • 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.2010.5535521
  • Filename
    5535521