Simulation of wave impact on a horizontal deck based on SPH method

Jia-wen Sun , Shu-xiu Liang , Zhao-chen Sun , Xi-zeng Zhao

Journal of Marine Science and Application ›› 2010, Vol. 9 ›› Issue (4) : 372 -378.

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Journal of Marine Science and Application ›› 2010, Vol. 9 ›› Issue (4) : 372 -378. DOI: 10.1007/s11804-010-1022-5
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Simulation of wave impact on a horizontal deck based on SPH method

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Abstract

A numerical model was established for simulating wave impact on a horizontal deck by an improved incompressible smoothed particle hydrodynamics (ISPH). As a grid-less particle method, the ISPH method has been widely used in the free-surface hydrodynamic flows with good accuracy. The improvement includes the employment of a corrective function for enhancement of angular momentum conservation in a particle-based calculation and a new estimation method to predict the pressure on the horizontal deck. The simulation results show a good agreement with the experiment. The present numerical model can be used to study wave impact load on the horizontal deck.

Keywords

incompressible smoothed particle hydrodynamics (ISPH) / wave impact / kernel gradient correction

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Jia-wen Sun, Shu-xiu Liang, Zhao-chen Sun, Xi-zeng Zhao. Simulation of wave impact on a horizontal deck based on SPH method. Journal of Marine Science and Application, 2010, 9(4): 372-378 DOI:10.1007/s11804-010-1022-5

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References

[1]

Khayyer A, Gotoh H, Shao Songdong (2008). Corrected SPH for incompressible fluid for water surface tracking in plunging Breaker. Proceedings of the 31st International Coastal Engineering Conference, Hamburg, Germany, 132–143.

[2]

Guo D., Cai B. The computation of wave uplift force on the deck of an open sea pillar quay. Journal of Hohai University, 1980, 8(1): 14-33

[3]

Hu CH, Kashiwagi, M, Kishev Z (2004). Numerical simulation of violent sloshing by CIP method. Proc. 19th International Workshop on Water Wave and Floating Bodies, Cortona, Italy, 67–70.

[4]

Kaplan P. Wave impact force on offshore structures: re-examination and new interpretations. OTC, 1992, 6814: 79-86

[5]

Kaplan P, Murray JJ, and Yu WC (1995). Theoretical analysis of wave impact forces on platform deck structures. OMAE, 189–198.

[6]

Kleefsman KM, Fekken G, Veldman EP, Iwanowski B (2004). An improved volume-of-fluid method for wave impact problems. ISOPE, 334–341.

[7]

Ren B., Wang Y. Study on wave slamming by turbulent model. Journal of Hydrodynamics, Ser.A, 1999, 14(4): 409-417

[8]

Ren B., Wang Y. Numerical simulation of random wave slamming on structures in the splash zone. Ocean Engineering, 2004, 31: 547-559

[9]

Ren Bing, Wang Yongxue Laboratory study of random wave slamming on a piled wharf with different shore connecting structures. Coastal Engineering, 2005, 52(5): 463-471

[10]

Ren Bing, Ding Zhaoqiang, Wang Yongxue, Ren Xiaozhong (2007). Experimental study of unidirectional wave impact on the three-dimensional structure in the Splash zone. ISOPE, 3623–3629.

[11]

Wang H (1970). Water wave pressure on horizontal plate. Journal of Hydraulics Division, ASCE, HY10.

[12]

Wang Yongxue, Liu Mengzhe, Ren Bing (1998). Experimental study of wave slamming. OMAE, Lisbon, Portugal, 98-0403.

[13]

Zheng k., Sun Z., Sun J.-w., Zhang z., Yang G., Zhou f. Study on problems of water wave dynamics based on SPH methods. Journal of Hydrodynamics, 2009, 21(6): 843-850

[14]

Zhou Y., Chen G., Wang D. Calculation methods of uplift forces of waves on a horizontal plate of wharf on a slope. Journal of Hydrodynamics, Ser.A, 2004, 19(5): 73-78

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