Numerical Simulation of Fixed-Free End Beam’s Modal Behaviour using Two-Way Coupled Fluid-Structure Interaction Approach

Authors

  • Mathan Sambu Faculty of Engineering, Built Environment & Information Technology, SEGi University, 47810 Petaling Jaya, Malaysia
  • Izzuddin Zaman Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia
  • Bukhari Manshoor Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia
  • Amir Khalid Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia
  • Shiau Wei Chan Faculty of Technology Management and Business, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia
  • Ahmed A. Abuhatira Nuclear, HE Engineering and Science, Lakes College West Cumbria, Workington, United Kingdom
  • Hwa Li Tey Reda Production Systems, 7 Benoi Cres, 629971, Singapore

DOI:

https://doi.org/10.37934/aram.125.1.148160

Keywords:

Flow-induced vibration, fluid structure interaction, numerical method, fixed-free end beam, natural frequency

Abstract

The fluid flow velocity stands as a pivotal parameter with a great influence on the mutual interaction between the fluid domain and structure. This paper focuses on structural deformation, structural velocity, von-Mises stress and frequency response of a fixed-free end beam using two-way coupled fluid-structure interaction within ANSYS Workbench. The parameters such as deformed fluid pressure and velocity were analysed across three diverse flow regimes: laminar, transitional and turbulent – each aligned with distinct fluid velocities. The outcomes show that the total deformation, velocity and von-Mises stress distribution of the fixed-free end beam increase as the inlet fluid velocity increases. As a result, the pressure and velocity distribution in the fluid flow which receiving the resultant or leftover structure deflection also increases as the incoming fluid velocity increases. Furthermore, the analysis probes the frequency response in turbulent flow conditions reveals higher values compared to laminar and transitional flows, albeit within the same natural frequency domain. This observation marks significant vibrational characteristics found in the presence of turbulent flow dynamics.

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Author Biographies

Mathan Sambu, Faculty of Engineering, Built Environment & Information Technology, SEGi University, 47810 Petaling Jaya, Malaysia

mathansambu@segi.edu.my

Izzuddin Zaman, Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia

izzuddin@uthm.edu.my

Bukhari Manshoor, Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia

bukhari@uthm.edu.my

Amir Khalid, Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia

amirk@uthm.edu.my

Shiau Wei Chan, Faculty of Technology Management and Business, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Malaysia

swchan@uthm.edu.my

Ahmed A. Abuhatira, Nuclear, HE Engineering and Science, Lakes College West Cumbria, Workington, United Kingdom

ahmeda@lcwc.ac.uk

Hwa Li Tey, Reda Production Systems, 7 Benoi Cres, 629971, Singapore

ad170249@siswa.uthm.edu.my

Published

2024-10-02

How to Cite

Sambu, M., Zaman, I., Manshoor, B. ., Khalid, A. ., Chan, S. W. ., Abuhatira, A. A. ., & Tey, H. L. . (2024). Numerical Simulation of Fixed-Free End Beam’s Modal Behaviour using Two-Way Coupled Fluid-Structure Interaction Approach. Journal of Advanced Research in Applied Mechanics, 125(1), 148–160. https://doi.org/10.37934/aram.125.1.148160

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