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Fluid-structure interaction computational analysis and experiments of tsunami bore forces on coastal bridges

Iman Mazinani (Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia)
Mohammad Mohsen Sarafraz (School of Mechanical Engineering, University of Adelaide, South Australia)
Zubaidah Ismail (Department of Civil Engineering, University of Malaya, Kuala Lumpur, Malaysia)
Ahmad Mustafa Hashim (Department of Civil and Environmental Engineering, Universiti Teknologi Petronas, Perak, Malaysia)
Mohammad Reza Safaei (Department of Mechanical Engineering, Faculty of Engineering, King Abdulaziz University, Jeddah, Saudi Arabia and Department of Medical Research, China Medical University Hospital, China Medical University, Taichung, Taiwan)
Somchai Wongwises (Department of Mechanical Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi (KMUTT), Bangkok, Thailand and National Science and Technology Development Agency (NSTDA), Pathum Thani, Thailand )

International Journal of Numerical Methods for Heat & Fluid Flow

ISSN: 0961-5539

Article publication date: 22 March 2021

Issue publication date: 3 May 2021

182

Abstract

Purpose

Two disastrous Tsunamis, one on the west coast of Sumatra Island, Indonesia, in 2004 and another in North East Japan in 2011, had seriously destroyed a large number of bridges. Thus, experimental tests in a wave flume and a fluid structure interaction (FSI) analysis were constructed to gain insight into tsunami bore force on coastal bridges.

Design/methodology/approach

Various wave heights and shallow water were used in the experiments and computational process. A 1:40 scaled concrete bridge model was placed in mild beach profile similar to a 24 × 1.5 × 2 m wave flume for the experimental investigation. An Arbitrary Lagrange Euler formulation for the propagation of tsunami solitary and bore waves by an FSI package of LS-DYNA on high-performance computing system was used to evaluate the experimental results.

Findings

The excellent agreement between experiments and computational simulation is shown in results. The results showed that the fully coupled FSI models could capture the tsunami wave force accurately for all ranges of wave heights and shallow depths. The effects of the overturning moment, horizontal, uplift and impact forces on a pier and deck of the bridge were evaluated in this research.

Originality/value

Photos and videos captured during the Indian Ocean tsunami in 2004 and the 2011 Japan tsunami showed solitary tsunami waves breaking offshore, along with an extremely turbulent tsunami-induced bore propagating toward shore with significantly higher velocity. Consequently, the outcomes of this current experimental and numerical study are highly relevant to the evaluation of tsunami bore forces on the coastal, over sea or river bridges. These experiments assessed tsunami wave forces on deck pier showing the complete response of the coastal bridge over water.

Keywords

Acknowledgements

The study is made possible by the High Impact Research (HIR) Grant (UM.C/625/1/HIR/141), IPPP Grant (PG017_2013B) and the research facilities of the Civil Engineering Department, University of Malaya. Dr Sarafraz is acknowledged for the conceptualization, drafting and revision support. The sixth author acknowledges the support provided by the “Research Chair Grant” National Science and Technology Development Agency (NSTDA), the Thailand Research Fund (TRF), the National Research University Project (NRU) and King Mongkut’s University of Technology Thonburi through the “KMUTT 55th Anniversary Commemorative Fund”.

Citation

Mazinani, I., Sarafraz, M.M., Ismail, Z., Hashim, A.M., Safaei, M.R. and Wongwises, S. (2021), "Fluid-structure interaction computational analysis and experiments of tsunami bore forces on coastal bridges", International Journal of Numerical Methods for Heat & Fluid Flow, Vol. 31 No. 5, pp. 1373-1395. https://doi.org/10.1108/HFF-02-2019-0127

Publisher

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Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

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