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Effect of Damage on Natural Vibration Characteristics of Large Semi-cushion Spiral Case Structure

  • Research Article - Civil Engineering
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Abstract

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.

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References

  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 

  2. Ditommaso, R.; Vona, M.; Gallipoli, M.R.; et al.: Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings. Nat. Hazards Earth Syst. Sci. 13, 1903–1912 (2013)

    Article  Google Scholar 

  3. Hamad, W.I.; Owen, J.S.; Hussein, M.F.M.: Modelling the degradation of vibration characteristics of reinforced concrete beams due to flexural damage. Struct. Control Health Monit. 22, 939–967 (2015)

    Article  Google Scholar 

  4. Wang, S.S.; Ren, Q.W.: Relationship between local damage and structural dynamic behavior. Sci. China Technol. Sci. 55, 3257–3262 (2012)

    Article  Google Scholar 

  5. Sevim, B.; Altunisik, A.C.; Bayraktar, A.: Experimental evaluation of crack effects on the dynamic characteristics of a prototype arch dam using ambient vibration tests. Comput. Concr. 10, 277–294 (2012)

    Article  Google Scholar 

  6. Altunişik, A.C.; Günaydin, M.; Sevim, B.; et al.: CFRP composite retrofitting effect on the dynamic characteristics of arch dams. Soil Dyn. Earthq. Eng. 74, 1–9 (2015)

    Article  Google Scholar 

  7. Altunışık, A.C.; Günaydın, M.; Sevim, B.; et al.: Retrofitting effect on the dynamic properties of model arch dam with and without reservoir water using ambient vibration test methods. J. Struct. Eng. 142, 04016069 (2016)

    Article  Google Scholar 

  8. Altunışık, A.C.; Günaydın, M.; Sevim, B.; et al.: Dynamic characteristics of an arch dam model before/after strengthening considering reservoir water. J. Perform. Constr. Facil. 30, 06016001 (2016)

    Article  Google Scholar 

  9. Altunışık, A.C.; Okur, F.Y.; Kahya, V.: Modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam. Eng. Fail. Anal. 79, 154–170 (2017)

    Article  Google Scholar 

  10. Altunışık, A.C.: Experimental identification of box girder bridge model under undamaged and damaged conditions considering time effect. Comput. Concr. 18, 827–852 (2016)

    Article  Google Scholar 

  11. Zhang, C.H.; Zhang, Y.L.: Nonlinear dynamic analysis of the Three Gorge Project powerhouse excited by pressure fluctuation. J. Zhejiang Univ. Sci. A 10, 1231–1240 (2009)

    Article  MATH  Google Scholar 

  12. Tian, Z.Q.; Zhang, Y.L.; Ma, Z.Y.; et al.: Effect of concrete cracks on dynamic characteristics of powerhouse for giant-scale hydrostation. Trans. Tianjin Univ. 14, 307–312 (2008)

    Article  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 house

Download references

Acknowledgements

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).

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Correspondence to Bo Xu.

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The authors declare that there is no conflict of interests regarding the publication of this paper.

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Xu, B., Xia, H. Effect of Damage on Natural Vibration Characteristics of Large Semi-cushion Spiral Case Structure. Arab J Sci Eng 44, 4063–4074 (2019). https://doi.org/10.1007/s13369-018-3251-x

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  • DOI: https://doi.org/10.1007/s13369-018-3251-x

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