Coupling stiffness and strength analysis for bulb hydropower station concrete foundation and turbine brackets
Yun-Feng Dong, Jin-Li Ji, Xing-Tian Qu, Zhi-He Li
Available Online April 2015.
- https://doi.org/10.2991/icmra-15.2015.30How to use a DOI?
- Concrete foundation; Turbine pipe base; Stress; Deformation
- 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.
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 -