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

DOI

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.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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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  - Proceedings of the 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  - 10.2991/icmra-15.2015.30
ID  - Dong2015/04
ER  -