اعتبار،چابکی،پاسخگویی

مروری بر توسعه روش هیدرودینامیک ذرات هموار و کاربرد آن در سازه‌های دریایی

نوع مقاله : مقاله مروری

نویسنده

فارغ‌التحصیل کارشناسی ارشد دانشگاه تربیت مدرس

چکیده
‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬‬ مطالعات عددی امکانات مطلوبی را جهت پژوهش در اختیار پژوهش‌گران قرار می‌دهد تا به وسیله‌ی آن به بررسی موارد مختلف بپردازند. در مدل‌سازی‌های مرسوم دو رویکرد لاگرانژی و اویلری وجود دارد. در رویکرد اویلری با شبکه‌بندی ثابت محیط، جریان سیال به محیط وارد شده و سپس متغیرهای مختلف را مورد بررسی قرار می‌گیرد اما در رویکردی لاگرانژی شبکه بر روی ذرات سیال قرار می‌گیرد و این موضوع باعث حرکت شبکه به همراه سیال می‌شود. هیدرودینامیک ذرات هموار (SPH) رویکردی لاگرانژی است که در سال‌های گذشته مورد اقبال پژوهش‌گران حوزه‌های مختلف مهندسی قرار گرفته است. این رویکرد که بر مبنای درون‌یابی تابع کرنل بنیان گذاشته شده است، می‌تواند سیال تراکم‌ناپذیر و تراکم‌ناپذیر را در نظر بگیرد. توسعه‌ی این روش با نظر بر رفع محدودیت‌ها و خطاهای موجود در مدلسازی‌های آن در سال‌های گذشته شتاب بیش‌تری نسبت به قبل گرفته است. در این روند حل‌گرها و روش‌های بهبودیافته‌ای ارائه شده است که از جمله‌ی آن‌ها می‌توان به SPHysics و DualSPHysics اشاره کرد. در گرایش مهندسی سازه‌های دریایی نیز بررسی پاسخ هیدرولیکی موج‌شکن‌ها مانند روگذری و ضریب انعکاس و نیروی وارد بر موج‌شکن و خطوط لوله از جمله موارد کاربرد هیدرودینامیک ذرات هموار است. با بهبود عملکرد این روش، اکنون با استفاده از آن می‌توان محیط‌های متخلخل را نیز شبیه‌سازی کرد که باعث به وجو آمدن ابزاری قدرتمند در دست پژوهشگران می‌شود. در این مقاله به منظور فهم بهتر از محدودیت‌ها و امکانات این روش، توسعه‌ی آن در سال‌های گذشته مورد بررسی قرار گرفته و موارد کاربرد آن در حوزه‌های مرتبط با سازه‌های دریایی مرور شده است تا با شناسایی نقاط ضعف و قوت و موارد استفاده آن، پژوهش‌های دیگری در ادامه‌ی روندهای پژوهشی صورت بگیرد.

کلیدواژه‌ها

موضوعات

عنوان مقاله English

A review on the development of smooth particle hydrodynamic method and its application in marine structures

نویسنده English

Omid Karbasi
Master graduated of TMU
چکیده English

Numerical studies provide researchers with favorable facilities for research to investigate various cases. In conventional modeling, there are two approaches, Lagrangian and Eulerian. In the Eulerian approach with fixed meshing of the environment, the fluid flow enters the environment and then various variables are investigated, but in the Lagrangian approach, the mesh is placed on the fluid particles and this causes the movement of the mesh along with the fluid. Smooth particle hydrodynamics (SPH) is a Lagrangian approach that has been favored by researchers in various engineering fields in recent years. This approach, which is based on kernel function interpolation, can consider compressible and incompressible fluid. The development of this method has accelerated more than before in view of removing the limitations and errors in its modeling in the past years. In this process, improved solvers and methods have been presented, including SPHysics and DualSPHysics. In the field of marine structures engineering, the investigation of the hydraulic response of breakwaters such as the overttoping and reflection coefficient and the force acting on breakwaters and pipelines is one of the application cases of smooth particle hydrodynamics. By improving the performance of this method, it is now possible to simulate porous environments, which creates a powerful tool in the hands of researchers. In this article, in order to better understand the limitations and possibilities of this method, its development in recent years has been examined and its applications in the fields related to marine structures have been reviewed in order to identify its weaknesses and strengths and its uses, other researches To be carried out in the continuation of research processes.

کلیدواژه‌ها English

  • Smooth particle hydrodynamics
  • breakwater
  • floating breakwaters
  • modified smooth particle hydrodynamics
  • overttoping
  • reflection coefficient
Altomare, C., Scandura, P., Cáceres, I., & Viccione, G. (2023). Large-scale wave breaking over a barred beach: SPH numerical simulation and comparison with experiments. Coastal Engineering, 185, 104362. https://doi.org/10.1016/j.coastaleng.2023.104362
Akbari, H., & Namin, M. M. (2013). Moving particle method for modeling wave interaction with porous structures. Coastal Engineering, 74, 59–73. https://doi.org/10.1016/j.coastaleng.2012.12.002
Akbari, H. (2017). Simulation of wave overtopping using an improved SPH method. Coastal Engineering, 126, 51–68. https://doi.org/10.1016/j.coastaleng.2017.04.010
Akbari, H., & Torabbeigi, M. (2021). SPH modeling of wave interaction with reshaped and non-reshaped berm breakwaters with permeable layers. Applied Ocean Research, 112, 102714. https://doi.org/10.1016/j.apor.2021.102714
Akbari, H. (2014). Modified moving particle method for modeling wave interaction with multi layered porous structures. Coastal Engineering, 89, 1–19. https://doi.org/10.1016/j.coastaleng.2014.03.004
Akbari, H. (2019). An improved particle shifting technique for incompressible smoothed particle hydrodynamics methods. International Journal for Numerical Methods in Fluids, 90(12), 603–631. https://doi.org/10.1002/fld.4737
Akbari, H., & Taherkhani, A. (2019). Numerical study of wave interaction with a composite breakwater located on permeable bed. Coastal Engineering, 146, 1–13. https://doi.org/10.1016/j.coastaleng.2018.12.006
Akbari, H., & Pooyarad, A. (2020). Wave force on protected submarine pipelines over porous and impermeable beds using SPH numerical model. Applied Ocean Research, 98, 102118. https://doi.org/10.1016/j.apor.2020.102118
Crespo, A. J., Domínguez, J. M., Rogers, B. D., Gómez-Gesteira, M., Longshaw, S., Canelas, R. J. F. B., … & García-Feal, O. (2015). DualSPHysics: Open-source parallel CFD solver based on Smoothed Particle Hydrodynamics (SPH). Computer Physics Communications, 187, 204–216. https://doi.org/10.1016/j.cpc.2014.10.004
Cui, J., Chen, X., & Sun, P. (2021). Numerical investigation on the hydrodynamic performance of a new designed breakwater using smoothed particle hydrodynamic method. Engineering Analysis with Boundary Elements, 130, 379–403. https://doi.org/10.1016/j.enganabound.2021.05.007
Cui, J., Chen, X., Sun, P. N., & Li, M. Y. (2022). Numerical investigation on the hydrodynamic behavior of a floating breakwater with moon pool through a coupling SPH model. Ocean Engineering, 248, 110849. https://doi.org/10.1016/j.oceaneng.2022.110849
Chen, Y. K., Liu, Y., & Meringolo, D. D. (2022). Comparison of hydrodynamic performances between single pontoon and double pontoon floating breakwaters through the SPH method. China Ocean Engineering, 36(6), 894–910. https://doi.org/10.1007/s13344-022-0078-8
Chen, Y. K., Liu, Y., Meringolo, D. D., & Hu, J. M. (2023). Study on the hydrodynamics of a twin floating breakwater by using SPH method. Coastal Engineering, 179, 104230. https://doi.org/10.1016/j.coastaleng.2022.104230
Chen, Y. K., Meringolo, D. D., & Liu, Y. (2024). SPH numerical model of wave interaction with elastic thin structures and its application to elastic horizontal plate breakwater. Marine Structures, 93, 103531. https://doi.org/10.1016/j.marstruc.2023.103531
Domínguez, J. M., Crespo, A. J., Valdez-Balderas, D., Rogers, B. D., & Gómez-Gesteira, M. (2013). New multi-GPU implementation for smoothed particle hydrodynamics on heterogeneous clusters. Computer Physics Communications, 184(8), 1848–1860. https://doi.org/10.1016/j.cpc.2013.03.008
Dang, B. L., Nguyen-Xuan, H., & Wahab, M. A. (2021). Numerical study on wave forces and overtopping over various seawall structures using advanced SPH-based method. Engineering Structures, 226, 111349. https://doi.org/10.1016/j.engstruct.2020.111349
Gómez-Gesteira, M., Cerqueiro, D., Crespo, C., & Dalrymple, R. A. (2005). Green water overtopping analyzed with a SPH model. Ocean Engineering, 32(2), 223–238. https://doi.org/10.1016/j.oceaneng.2004.08.003
Gómez-Gesteira, M., Crespo, A. J., Rogers, B. D., Dalrymple, R. A., Dominguez, J. M., & Barreiro, A. (2012). SPHysics–development of a free-surface fluid solver–Part 2: Efficiency and test cases. Computers & Geosciences, 48, 300–307. https://doi.org/10.1016/j.cageo.2012.02.028
Gingold, R. A., & Monaghan, J. J. (1977). Smoothed particle hydrodynamics: Theory and application to non-spherical stars. Monthly Notices of the Royal Astronomical Society, 181(3), 375–389. https://doi.org/10.1093/mnras/181.3.375
Guo, W., Zou, J., He, M., Mao, H., & Liu, Y. (2022). Comparison of hydrodynamic performance of floating breakwater with taut, slack, and hybrid mooring systems: An SPH-based preliminary investigation. Ocean Engineering, 258, 111818. https://doi.org/10.1016/j.oceaneng.2022.111818
Gotoh, H., Khayyer, A., Ikari, H., Arikawa, T., & Shimosako, K. (2014). On enhancement of incompressible SPH method for simulation of violent sloshing flows. Applied Ocean Research, 46, 104–115. https://doi.org/10.1016/j.apor.2014.02.005
Han, X., & Dong, S. (2022). Experimental investigation and SPH simulation on interaction between regular waves and vertical breakwater under medium-long period waves. International Journal of Naval Architecture and Ocean Engineering, 14, 100467. https://doi.org/10.1016/j.ijnaoe.2022.100467
Han, X., & Dong, S. (2023). Interaction between medium-long period waves and smoothed mound breakwater: Physical model tests and SPH simulations. Ocean Engineering, 268, 113442. https://doi.org/10.1016/j.oceaneng.2022.113442
Han, X., & Dong, S. (2023). Interaction between regular waves and floating breakwater with protruding plates: Laboratory experiments and SPH simulations. Ocean Engineering, 287, 115906. https://doi.org/10.1016/j.oceaneng.2023.115906
He, M., Gao, X., Xu, W., Ren, B., & Wang, H. (2019). Potential application of submerged horizontal plate as a wave energy breakwater: A 2D study using the WCSPH method. Ocean Engineering, 185, 27–46. https://doi.org/10.1016/j.oceaneng.2019.05.034
Le Touzé, D., Marsh, A., Oger, G., Guilcher, P. M., Khaddaj-Mallat, C., Alessandrini, B., & Ferrant, P. (2010). SPH simulation of green water and ship flooding scenarios. Journal of Hydrodynamics, 22(1), 231–236. https://doi.org/10.1016/S1001-6058(09)60199-2
Liu, Z., & Wang, Y. (2020). Numerical investigations and optimizations of typical submerged box-type floating breakwaters using SPH. Ocean Engineering, 209, 107475. https://doi.org/10.1016/j.oceaneng.2020.107475
Liu, Z., & Wang, Y. (2020). Numerical studies of submerged moored box-type floating breakwaters with different shapes of cross-sections using SPH. Coastal Engineering, 158, 103687. https://doi.org/10.1016/j.coastaleng.2020.103687
Liu, K., Liu, Y., Li, S., Chen, H., Chen, S., Arikawa, T., & Shi, Y. (2023). Coupling SPH with a mesh-based Eulerian approach for simulation of incompressible free-surface flows. Applied Ocean Research, 138, 103673. https://doi.org/10.1016/j.apor.2023.103673
Monaghan, J. J. (2005). Smoothed particle hydrodynamics. Reports on Progress in Physics, 68(8), 1703–1759. https://doi.org/10.1088/0034-4885/68/8/R01
Monaghan, J. J. (1994). Simulating free surface flows with SPH. Journal of Computational Physics, 110(2), 399–406. https://doi.org/10.1006/jcph.1994.1034
Meringolo, D. D., Aristodemo, F., & Veltri, P. (2015). SPH numerical modeling of wave–perforated breakwater interaction. Coastal Engineering, 101, 48–68. https://doi.org/10.1016/j.coastaleng.2015.04.004
Pourlak, M., Jabbari, E., & Akbari, H. (2023). The effect of initial particles distribution in smoothed particle hydrodynamic method in wave generation modeling based on laboratory model. Civil Infrastructure Researches, 9(2), 35–50. [Persian]
Skillen, A., Lind, S., Stansby, P. K., & Rogers, B. D. (2013). Incompressible smoothed particle hydrodynamics (SPH) with reduced temporal noise and generalised Fickian smoothing applied to body–water slam and efficient wave–body interaction. Computer Methods in Applied Mechanics and Engineering, 265, 163–173. https://doi.org/10.1016/j.cma.2013.05.017
Sun, J. Z., Zou, L., Govender, N., Sun, Z., Yu, Z. B., & Jin, G. Q. (2024). Coupling SPH-DEM method for simulating the dynamic response of breakwater structures under severe free surface flow. Powder Technology, 119805. https://doi.org/10.1016/j.powtec.2024.119805
Valizadeh, A., Shafieefar, M., & Salehi Neyshabouri, A. A. (2011). Developing a standard smoothed particle hydrodynamic model for free surface flows. Journal of Iran-Water Resources Research, 7(3). [Persian]
Wen, H., Ren, B., Dong, P., & Zhu, G. (2020). Numerical analysis of wave-induced current within the inhomogeneous coral reef using a refined SPH model. Coastal Engineering, 156, 103616. https://doi.org/10.1016/j.coastaleng.2019.103616
Wen, H., Ren, B., & Wang, G. (2018). 3D SPH porous flow model for wave interaction with permeable structures. Applied Ocean Research, 75, 223–233. https://doi.org/10.1016/j.apor.2018.04.003
Wen, H., Ren, B., & Yu, X. (2018). An improved SPH model for turbulent hydrodynamics of a 2D oscillating water chamber. Ocean Engineering, 150, 152–166. https://doi.org/10.1016/j.oceaneng.2017.12.047
Wen, H., Ren, B., Zhang, X., & Yu, X. (2019). SPH modeling of wave transformation over a coral reef with seawall. Journal of Waterway, Port, Coastal, and Ocean Engineering, 145(1), 04018026. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000479
Wen, H., Ren, B., Zhu, G., & Wang, G. (2020). SPH evaluation of the hydrodynamic consequences induced by reef degradation. Wave Motion, 96, 102579. https://doi.org/10.1016/j.wavemoti.2020.102579
Yamamoto, T., Yasuda, T., Oguma, K., & Matsushita, H. (2022). Numerical simulation of scattering process of armour blocks on additional rubble mound behind breakwater during tsunami overflow using SPH method. Computational Particle Mechanics, 9(5), 953–968. https://doi.org/10.1007/s40571-021-00429-7
  • تاریخ دریافت 16 فروردین 1403
  • تاریخ بازنگری 17 اردیبهشت 1403
  • تاریخ پذیرش 17 اردیبهشت 1403
  • تاریخ اولین انتشار 17 اردیبهشت 1403
  • تاریخ انتشار 01 شهریور 1403