Effect of Damage on Natural Vibration Characteristics of Large Semi-cushion Spiral Case Structure
- 18 Downloads
A spiral case structure presents various natural vibration characteristics with damage in different degrees in peripheral concrete. The natural vibration characteristics and resonance safety of a large semi-cushion spiral case structure with damage in varying degrees in peripheral concrete are compared and analyzed. For this purpose, a finite element analysis method of vibration characteristics, a four-parameter damage constitutive model of concrete, and spiral case structure of the Ahai Hydropower Station are utilized. Results show that each mode of natural frequency of the spiral case structure declines after the damage in concrete. The extent of the reduction in natural frequency is large when the damage is serious. The mode shapes of the spiral structure are all complex and twisted before and after the damage in concrete. Afterward, however, amplitude increases. After considering the damage, a new possible source of resonance cannot be identified. Resonance checking shows that the damage in concrete cannot seriously harm the Ahai spiral case structure. Therefore, this study provides new reference and support for the production design and safe operation of large semi-cushion spiral case structure.
KeywordsLarge semi-cushion spiral case structure Natural vibration characteristic Concrete damage Resonance checking Four-parameter damage model Finite element method
Unable to display preview. Download preview PDF.
This research work was supported by CRSRI Open Research Program (Grant No. CKWV2016386/KY), National Natural Science Foundation of China (Grant No. 51409227), and Jiangsu Planned Projects for Postdoctoral Research Funds (Grant No. 1501115B).
Compliance with ethical standards
Conflict of interest
The authors declare that there is no conflict of interests regarding the publication of this paper.
- 1.Dai, H.C.; Peng, P.: Selection and verification of the structural pattern of the penstock and spiral case of the TGP power-station. Eng. Sci. 2, 005 (2004)Google Scholar
- 13.Wei, W.; Li, T.C.: A new four-parameter equivalent strain for isotropic damage model. Eng. Mech. 22, 92–96 (2005)Google Scholar
- 14.SL 266-2001: 2001. The Ministry of Water Resources of the People’s Republic of China, Design code for hydropower houseGoogle Scholar