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
Link To Document