DocumentCode
3217464
Title
Three-dimensional finite element simulative analysis on reinforced concrete bifurcation pipe of hydropower station
Author
Zhang, Jianhua ; Li, Xiaofen
Author_Institution
Sch. Of Civil Eng. & Commun., North China Univ. of Water Resources & Electr. Power Zhengzhou, Zhengzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
6382
Lastpage
6385
Abstract
Universal finite element calculation software is adopted in this paper, three-dimensional finite element simulative analysis on reinforced concrete bifurcation pipe of Luojiao River hydropower station is proceeded in construction and operating process. Considering eight combination working conditions of reinforced concrete bifurcation pipe in calculation process, stress distribution rules of bifurcation pipe and surrounding rock are worked out, deriving maximum stress and location of reinforced concrete bifurcation pipe at different working condition. Stress variation rules of reinforced concrete bifurcation pipe are solving when wall thickness and bifurcation angle are different, stress variation conditions of surrounding rock are analysed in different calculation point. Analysis results provide some references for design and construction of reinforced concrete bifurcation pipe.
Keywords
bifurcation; construction; finite element analysis; hydroelectric power stations; pipes; reinforced concrete; walls; Luojiao River hydropower station; construction; operating process; reinforced concrete bifurcation pipe; stress distribution rules; three-dimensional finite element simulative analysis; universal finite element calculation software; wall thickness; working conditions; Bifurcation; Concrete; Employee welfare; Finite element methods; Rocks; Tensile stress; circumferential stress; reinforced concrete bifurcation pipe; simulative analysis; surrounding rock;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774335
Filename
5774335
Link To Document