• DocumentCode
    2462193
  • Title

    Concrete gravity dam stress analysis and application of concrete strength theory

  • Author

    Niu Wen-jie

  • Author_Institution
    Hydraulic Struct. & Water Environ. Inst., Zhejiang Univ., Hangzhou, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    4875
  • Lastpage
    4877
  • Abstract
    Concrete gravity dam was built in world to uplift river water level and hydraulic power plant can generate electricity according to fluid mechanics theory. This paper investigates the stress distribution in concrete gravity dam with already derived elasticity analytical solution. Concrete strength theory was used to find an economic and rational dam profile. Results indicate that for service design purpose, the angle α between upper stream surface and down stream surface is better designed as α ≥ ctg-1√(p/γ). Some other dam profiles may also alter the stress distribution to a safer region and is still under investigation.
  • Keywords
    concrete; dams; elasticity; fluid mechanics; hydroelectric power stations; mechanical strength; stress-strain relations; concrete gravity dam stress analysis; concrete strength theory; elasticity analytical solution; electricity generation; fluid mechanics theory; hydraulic power plant; rational dam profile; river water level; service design; stress distribution; Concrete; Elasticity; Equations; Gravity; Presses; Stress; Surface cracks; Concrete gravity dam; Concrete strength; Elasticity; Upper stream water pressure;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5965405
  • Filename
    5965405