Test research on influence of draft on towing behaviors of 3-bucket foundation platform

Conghuan Le , Jiayi Yang , Hongyan Ding , Puyang Zhang

Transactions of Tianjin University ›› 2016, Vol. 22 ›› Issue (5) : 419 -425.

PDF
Transactions of Tianjin University ›› 2016, Vol. 22 ›› Issue (5) : 419 -425. DOI: 10.1007/s12209-016-2670-6
Article

Test research on influence of draft on towing behaviors of 3-bucket foundation platform

Author information +
History +
PDF

Abstract

To investigate the natural frequencies and towing behaviors of a 3-bucket foundation platform at different drafts, the decay and towing experiments were carried out in a towing tank on a scale of 1:20. The air pressure inside the bucket foundations, the water pressure at the bottom of the bucket foundations, the acceleration of the platform and the towing force were determined in the test process. The time-history curves of the measured parameters were obtained, and the frequency responses of the parameters at different drafts were analyzed by means of fast Fourier transform(FFT). The results showed that the platform natural frequency of heave decreased slightly with the rise of draft. The natural frequencies of roll and pitch are much lower than that of heave, and they increased slightly with the increase of draft. When towing in the following sea, the maximum acceleration of surge, sway and heave has downward trends with the increase of draft, but the change range decreased gradually with the increase of draft. When the draft is 5.0 m(the ratio of draft to bucket height is 0.56), the towing dynamic responses achieve the maximum, which is not conducive to the towing of the platform. When the draft is 6.0 m(the ratio of draft to bucket height is 0.67), the towing dynamic responses are the most stable.

Keywords

bucket foundation platform / draft / towing behavior / model test / frequency domain analysis / time domain analysis

Cite this article

Download citation ▾
Conghuan Le, Jiayi Yang, Hongyan Ding, Puyang Zhang. Test research on influence of draft on towing behaviors of 3-bucket foundation platform. Transactions of Tianjin University, 2016, 22(5): 419-425 DOI:10.1007/s12209-016-2670-6

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Le C, Ding H, Zhang Puyang. Testing research on the influence of the towline length on air cushion towing of a bucket foundation platform[J]. Journal of Harbin Engineering University, 2012, 7: 811-816.

[2]

Ding H, Zhang Puyang. Prototype tests during pull up processes of a multi-bucket foundation dolphin platform[J]. Rock and Soil Mechanics, 2008, 29(6): 1585-1588.

[3]

Le C, Ding H, Zhang Puyang. Dynamic response analysis of a floating mooring system[J]. Journal of Ocean University of China, 2014, 3: 381-389.

[4]

Tjelta T I. Geotechnical experience from the installation of the Europipe jacket with bucket foundations[C]. Offshore Technology Conference, 1995.

[5]

Le C, Ding H, Zhang Puyang. Influences of bulkheads on the bearing mode of concrete bucket foundation for offshore wind turbine[J]. Engineering Mechanics, 2013, 4: 429-434.

[6]

Zhang P, Ding H, Le C, et al. Towing characteristics of large-scale composite bucket foundation for offshore wind turbines[J]. Journal of Southeast University(English Edition), 2013, 29(3): 300-304.

[7]

Wang Y, Xiao Z, Chi L, et al. A simplified calculation method for stability of bucket foundation breakwater[J]. Rock and Soil Mechanics, 2009, 30(5): 1367-1372.

[8]

Zhang P, Ding H, Le Conghuan. Hydrodynamic motion of a large prestressed concrete bucket foundation for offshore wind turbines[J]. Journal of Renewable and Sustainable Energy, 2013, 5(6): 063126

[9]

Zhang P, Ding H, Le C, et al. Motion analysis on integrated transportation technique for offshore wind turbines[J]. Journal of Renewable and Sustainable Energy, 2013, 5(5): 053117

[10]

Le C, Ding H, Zhang Puyang. Model test and analysis of influence of trim angel on towing of platform with air cushion supported by bucket foundation[J]. Huazhong University of Science and Technology(Nature Science Edition), 2012, 40(6): 86-89.

[11]

Bie S A, Xu Y J, Wang G L. Static stability analysis of air floated structures[J]. Journal of Tsinghua University(Science and Technology), 2002, 42(2): 274-277.

[12]

Pinkster J A, Meevers Scholte M E J A. The behavior of a large air-supported Mob at sea[J]. Marine Structures, 2001, 14(1/2): 163-179.

[13]

Malenica S, Zalar M. An alternative method for linear hydrodynamics of air cushion supported floating bodies[C]. The 15th International Workshop on Water Waves and Floating Bodies, 2000.

[14]

Thiagarajan K P, Morris-Thomas M T, Spargo A. Heave and pitch response of an offshore platform with air cushion support in shallow water[C]. Proceedings of the 23rd International Conference on Offshore Mechanics and Arctic Engineering, 2004, 817-823.

[15]

Thiagarajan K P, Morris-Thomas M T. Wave-induced motions of an air cushion structure in shallow water[J]. Ocean Engineering, 2006, 33(8/9): 1143-1160.

AI Summary AI Mindmap
PDF

150

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/