Proceedings of the 3rd International Conference on Mechatronics, Robotics and Automation

Coupling stiffness and strength analysis for bulb hydropower station concrete foundation and turbine brackets

Authors
Yun-Feng Dong, Jin-Li Ji, Xing-Tian Qu, Zhi-He Li
Corresponding Author
Yun-Feng Dong
Available Online April 2015.
DOI
https://doi.org/10.2991/icmra-15.2015.30How to use a DOI?
Keywords
Concrete foundation; Turbine pipe base; Stress; Deformation
Abstract
The paper applied finite element method to analysis and calculate the stress of bulb hydropower station concrete foundation and the deformation of turbine pipe base in all load case. The analysis results indicate the main piece reciprocal infection extent and supplies the theoretical basis for safety design of the project and the equipment.
Open Access
This is an open access article distributed under the CC BY-NC license.

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Proceedings
3rd International Conference on Mechatronics, Robotics and Automation
Part of series
Advances in Computer Science Research
Publication Date
April 2015
ISBN
978-94-62520-76-9
ISSN
2352-538X
DOI
https://doi.org/10.2991/icmra-15.2015.30How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Yun-Feng Dong
AU  - Jin-Li Ji
AU  - Xing-Tian Qu
AU  - Zhi-He Li
PY  - 2015/04
DA  - 2015/04
TI  - Coupling stiffness and strength analysis for bulb hydropower station concrete foundation and turbine brackets
BT  - 3rd International Conference on Mechatronics, Robotics and Automation
PB  - Atlantis Press
SP  - 145
EP  - 148
SN  - 2352-538X
UR  - https://doi.org/10.2991/icmra-15.2015.30
DO  - https://doi.org/10.2991/icmra-15.2015.30
ID  - Dong2015/04
ER  -