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Vortex Induced Vibration Analysis of a Triangle Prism at Different Velocities

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Experimental Vibration Analysis for Civil Engineering Structures

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 224))

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Abstract

In this Paper the Flow-induced motion (FIM) and power conversion of triangular prism in cross-flow is numerically investigated using 2-Dimensional fluid domain with spring mounted oscillators and study the effects at wakes. Flow velocities between 0.05–0.15 m/sec, Reynolds number 2250–7500 and spring stiffness of 125 and 250 N/m are used for the simulation cases. The results show that in Vortex Induced Vibration (VIV) region the response of dynamic characteristics is high with a maximum amplitude and maximum power. The maximum amplitude of the oscillation, maximum co-efficient of lift force and displacement have been calculated mathematically for plotting a graph and theoretical and simulated efficiencies are compared for validation of the analysis.

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Acknowledgements

Author would like to thank his Professor & research guide of Andhra University, Visakhapatnam, India.

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Shaik, J.S., Rao, P.S. (2023). Vortex Induced Vibration Analysis of a Triangle Prism at Different Velocities. In: Wu, Z., Nagayama, T., Dang, J., Astroza, R. (eds) Experimental Vibration Analysis for Civil Engineering Structures. Lecture Notes in Civil Engineering, vol 224. Springer, Cham. https://doi.org/10.1007/978-3-030-93236-7_42

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  • DOI: https://doi.org/10.1007/978-3-030-93236-7_42

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-93235-0

  • Online ISBN: 978-3-030-93236-7

  • eBook Packages: EngineeringEngineering (R0)

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