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 :
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