Application of Smoothed Particle Hydrodynamics Method for Tsunami Force Modeling on Building with Openings

Putra Anggita, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta 55281, Indonesia
Radianta Triatmadja, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta 55281, Indonesia
Nur Yuwono, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta 55281, Indonesia

Abstract


Smoothed Particle Hydrodynamics (SPH) serves as a numerical technique extensively employed for simulating free surface flow. The computational intricacy of the SPH method arises from the numerous computations of a particle's properties, derived from interactions with surrounding particles. To address this complexity, experts developed DualSPHysics. This study employs the SPH method, specifically the DualSPHysics application, for tsunami modeling. To accurately represent tsunami characteristics, precise numerical parameters are essential for numerical modeling. This research provides valuable insights into optimizing numerical parameters for accurate SPH simulations. Therefore, the research aims to identify the exact values of crucial parameters in DualSPHysics model. Validation of numerical calculations involves comparing the tsunami forces, as simulated by DualSPHysics, with secondary data obtained from physical experiments results. The findings highlight the significance of particle size (dp) as a crucial numerical parameter in DualSPHysics modeling. A smaller particle size contributes to model’s accuracy. The determination of the particle size must account for model’s shortest characteristic (s). According to simulations those have been carried out, it is recommended to set the maximum limit value of dp/s at 1/3.67 to achieve precise calculation. Furthermore, the DualSPHysics simulation demonstrates a reduction in force due to the opening configuration (n).


Keywords


SPH; DualSPHsyics; Tsunami

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References


L.P. Carden, G. Yu, G. Chock and I. Robertson, Tsunami-Resilient Building Designs for Hawaii and Other High Hazard Regions. Proceedings, Structural Engineers Association of California Convention, Kaanapali, Maui, Hawaii, 2016.

U.S. Government Publishing Office, FEMA Contracting: Reviewing Lessons Learned from Past Disasters to Improve Preparedness: Joint Hearing before the Subcommittee on Emergency Preparedness, Response, and Recovery and the Subcommittee on Oversight, Management, and Accountability, House of Representatives, One Hundred Sixteenth Congress, First Session, May 9, 2019, 2019.

P. Lukkunaprasit, A. Ruangrassamee, and N. Thanasisathit, Tsunami loading on buildings with openings. Sci. Tsunami Hazards 28(5), 310, 2009. Lukkunaprasit, Panitan, et al. “Experimental Investigation of Tsunami Wave Forces on Buildings with Openings.” Solutions to Coastal Disasters 2008, 2008, https://doi.org/10.1061/40978(313)8.

R. A. Gingold and J. J. Monaghan, “Smoothed Particle Hydrodynamics: Theory and Application to Non-Spherical Stars.” Monthly Notices of the Royal Astronomical Society 181, no. 3 (1977): 375–89. https://doi.org/10.1093/mnras/181.3.375.

G. R. Liu and M. B. Liu, Smoothed Particle Hydrodynamics: A Meshfree Particle Method. World Scientific, 2003.

L. B. Lucy, “A Numerical Approach to the Testing of the Fission Hypothesis.” The Astronomical Journal, vol. 82, 1977, p. 1013., https://doi.org/10.1086/112164.

I. Nistor, D. Palermo, A. Cornett, and T. Al-Faesly, “Experimental and Numerical Modeling of Tsunami Loading on Structures.” Coastal Engineering Proceedings 1, no. 32 (2011): 2. https://doi.org/10.9753/icce.v32.currents.2.

J. M. Domínguez, G. Fourtakas, C. Altomare, R. B. Canelas, A. Tafuni, O. García-Feal, I. Martínez-Estévez, A. Mokos, R. Vacondio, A. J. Crespo, B. D. Rogers, P. K. Stansby and M. Gómez-Gesteira, “DualSPHysics: From Fluid Dynamics to Multiphysics Problems.” Computational Particle Mechanics 9, no. 5 (2021): 867–95. https://doi.org/10.1007/s40571-021-00404-2.

R. Triatmadja and A. Nurhasanah, “Tsunami Force on Buildings with Openings and Protection.” Journal of Earthquake and Tsunami 06, no. 04 (2012): 1250024. https://doi.org/10.1142/s1793431112500248.

A. Barreiro, A. J. C. Crespo, J. M. Domínguez, and M. Gómez-Gesteira, “Smoothed Particle Hydrodynamics for Coastal Engineering Problems.” Computers & Structures 120 (2013): 96–106. https://doi.org/10.1016/j.compstruc.2013.02.010

G. Pringgana, “Improving Resilience of Coastal Structures Subject to Tsunami-like. Waves.” PhD Thesis, The University of Manchester, 2015.

A.G. Petschek, and L.D. Libersky, “Cylindrical Smoothed Particle Hydrodynamics.” Journal of Computational Physics 109, no. 1 (1993): 76–83. https://doi.org/10.1006/jcph.1993.1200.

A. Hasanpour, A., D. Istrati and I. Buckle, I. “Coupled SPH–FEM Modeling of Tsunami-Borne Large Debris Flow and Impact on Coastal Structures.” Journal of Marine Science and Engineering 9, no. 10 (2021): 1068. https://doi.org/10.3390/jmse9101068.

J. Xu, and J. Wang, Node to node contacts for SPH applied to multiple fluids with large density ratio. Proceedings of the 9th European LS-DYNA Users’ Conference (pp. 2–4). Manchester, UK, 2013.




DOI: https://doi.org/10.21831/inersia.v19i2.54249

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