THE WIND TUNNEL EXPERIMENT STUDY OF WIND LOAD ON JACK-UP DRILLING UNIT

被引:0
|
作者
Hu, An-kang [1 ]
Lin, Yi [1 ]
Jiang, Wei [1 ]
机构
[1] Harbin Engn Univ, Harbin 150001, Heilongjiang, Peoples R China
关键词
Jack-up; wind load; experiment study; aerodynamic interference;
D O I
暂无
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Owing to the characteristics of the Jack-up drilling unit, the environment loads are important factors to the structure safety of jack-up. The wind load takes up a much larger proportion in structure analysis, and it has been now paid more and more attention in the field of offshore engineering. According to the MODU rule, the projected area method is used to calculate wind load. The height coefficient Ch and shape coefficient Cs are chosen by experience listed in MODU rule. However, the aerodynamic interference between platform components, such as wind shielding effects and acceleration flow effects are ignored. So the calculation results in accordance with MODU rule are conservative, and not good for structure optimization designing to some degree. Therefore, the wind tunnel experiment is very important and necessary. In this paper, a 400ft jack-up, which is developed by CIMC, is studied as an example. Considering the Reynolds number effects, the wind loads of jack-up both in normal drilling condition and severe storm condition are obtained in the experiment. Compared with the results, which are calculated according to MODU rule, it indicates that the experiment results are less, and the effect of aerodynamic interference and updraft can't be ignored.
引用
收藏
页数:6
相关论文
共 50 条
  • [41] FATIGUE ANALYSIS FOR LATTICE LEGS OF JACK-UP DRILLING PLATFORMS.
    Kwan, C.T.
    American Society of Mechanical Engineers (Paper), 1977, 77 -PET-11
  • [42] Wind Load Factors for Use in the Wind Tunnel Procedure
    Simiu, Emil
    Pintar, Adam L.
    Duthinh, Dat
    Yeo, DongHun
    ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2017, 3 (04):
  • [43] JACK-UP UNIT SAVES OFFSHORE CONSTRUCTION TIME.
    Kennedy, John L., 1600, (71):
  • [44] ULTIMATE BENDING CAPACITY OF LATTICE LEGS FOR JACK-UP DRILLING PLATFORMS
    KWAN, CT
    MECHANICAL ENGINEERING, 1977, 99 (01) : 101 - 101
  • [45] Synchronous control of jacking system of jack-up offshore drilling platform
    He X.
    Shi L.
    2018, University of Petroleum, China (42): : 149 - 156
  • [46] REVIEW OF THE GEOTECHNICAL ASPECTS OF JACK-UP UNIT OPERATIONS.
    Reardon, M.J.
    Ground Engineering, 1986, 19 (07): : 23 - 24
  • [47] Wave-in-Deck Load Analysis for a Jack-Up Platform
    Schellin, Thomas E.
    Peric, Milovan
    el Moctar, Ould
    JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 2011, 133 (02):
  • [48] WAVE-DECK-LOAD ANALYSIS FOR A JACK-UP PLATFORM
    Schellin, Thomas E.
    Peric, Milovan
    el Moctar, Ould
    OMAE 2009, VOL 1: OFFSHORE TECHNOLOGY, 2009, : 617 - 626
  • [49] Simulation of Downburst in a Multiple Fan Wind Tunnel and Research on Its Load on High-Rise Structure by Wind Tunnel Experiment
    Zhao, Yang
    Cao, Shuyang
    Tamura, Yukio
    Duan, Zhongdong
    Ozono, S.
    2009 IEEE INTERNATIONAL CONFERENCE ON MECHATRONICS AND AUTOMATION, VOLS 1-7, CONFERENCE PROCEEDINGS, 2009, : 4506 - 4511
  • [50] Dynamic Response and Reliability of Six-Leg Jack-Up Type Wind Turbine Installation Vessel
    Heo, Sanghwan
    Koo, Weoncheol
    Park, Min-Su
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2017, 17 (03)