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大倾角搁浅船舶扳正过程分析

潘德位 林成新 孙德平 刘志杰 周超玉

潘德位, 林成新, 孙德平, 刘志杰, 周超玉. 大倾角搁浅船舶扳正过程分析[J]. 交通运输工程学报, 2015, 15(2): 50-58. doi: 10.19818/j.cnki.1671-1637.2015.02.006
引用本文: 潘德位, 林成新, 孙德平, 刘志杰, 周超玉. 大倾角搁浅船舶扳正过程分析[J]. 交通运输工程学报, 2015, 15(2): 50-58. doi: 10.19818/j.cnki.1671-1637.2015.02.006
PAN De-wei, LIN Cheng-xin, SUN De-ping, LIU Zhi-jie, ZHOU Chao-yu. Uprighting process analysis of big-angle tilted aground ship[J]. Journal of Traffic and Transportation Engineering, 2015, 15(2): 50-58. doi: 10.19818/j.cnki.1671-1637.2015.02.006
Citation: PAN De-wei, LIN Cheng-xin, SUN De-ping, LIU Zhi-jie, ZHOU Chao-yu. Uprighting process analysis of big-angle tilted aground ship[J]. Journal of Traffic and Transportation Engineering, 2015, 15(2): 50-58. doi: 10.19818/j.cnki.1671-1637.2015.02.006

大倾角搁浅船舶扳正过程分析

doi: 10.19818/j.cnki.1671-1637.2015.02.006
基金项目: 

交通运输部科技项目 2013328225080

高等学校博士学科点专项科研基金项目 20122125120013

中央高校基本科研业务费专项资金项目 3132014303

中央高校基本科研业务费专项资金项目 3132014052

详细信息
    作者简介:

    潘德位(1986-), 男, 辽宁大连人, 大连海事大学工学博士研究生, 从事船舶打捞研究

    林成新(1963-), 男, 山东威海人, 大连海事大学教授, 工学博士

  • 中图分类号: U676.62

Uprighting process analysis of big-angle tilted aground ship

More Information
    Author Bio:

    PAN De-wei(1986-), male, doctoral student, +86-411-84724292, wssrwsmt@163.com

    LIN Cheng-xin(1963-), male, professor, PhD, +86-411-84724292, lch_xin@126.com lch_xin@126.com

  • 摘要: 在研究大倾角搁浅船舶的扳正过程中, 计算了难船扳正力、横倾角和吃水。根据搁浅船舶的受力特点, 建立了其力学模型, 分析了扳正过程中横倾角、吃水、入泥深度与海底泥土性质对船体的影响。利用GHS软件模拟搁浅船舶的扳正过程, 以某搁浅液化气船舶为例, 求解了其扳正过程中船体扳正力、总搁坐力、剪力、弯矩和转矩, 比较了难船不同扳正方案, 分析了难船的扳正方式、搁坐位置、上层建筑与储气罐对难船打捞的影响。分析结果表明: 在扳正过程中, 3个方案的力学参数的变化趋势是一致的。最大扳正力相差较大, 差值为9.1%~20.0%。搁坐力、剪力和弯矩均在横倾角为-55°~-50°时达到最大值, 船体虽然在该阶段不需加载较大的扳正力, 但仍应该注意船体的受力情况。在横倾角为-120°~-100°时, 转矩变化非常剧烈。弯矩和转矩均出现了反向变化的现象, 威胁船体结构的安全, 扳正中应该谨慎处理。选择合适的扳正方案时应该综合考虑扳正力施力点的位置和扳正过程对船体与环境安全的潜在威胁。

     

  • 图  1  搁浅船舶

    Figure  1.  Aground vessel

    图  2  搁浅船舶剖面

    Figure  2.  Profile of aground vessel

    图  3  船体模型

    Figure  3.  Hull model

    图  4  扳正方案

    Figure  4.  Uprighting schemes

    图  5  扳正力的变化曲线

    Figure  5.  Changing curves of uprighting forces

    图  6  总搁坐力的变化曲线

    Figure  6.  Changing curves of total aground forces

    图  7  最大剪力的变化曲线

    Figure  7.  Changing curves of maximum shear forces

    图  8  最大弯矩的变化曲线

    Figure  8.  Changing curves of maximum moments

    图  9  最大转矩的变化曲线

    Figure  9.  Changing curves of maximum torques

    表  1  船体主尺度

    Table  1.   Principal dimensions of hull

  • [1] ZHAO Meng-xin. Discussion on uprighting big-angle tilted sunken ships underwater in salvage operation[J]. China Ocean Engineering, 1989, 3(2): 217-227.
    [2] 王道能, 毕远涛. GHS软件在救助打捞工程中的应用[C]∥中国国际救捞论坛组委会. 第六届中国国际救捞论坛论文集. 北京: 海洋出版社, 2010: 169-171. WANG Dao-neng, BI Yuan-tao. A brief introduction on GHS software in wreck removal operation[C]∥China International Rescue and Salvage Committee. Proceedings of the 6th China International Rescue and Salvage Conference. Beijing: China Ocean Press, 2010: 169-171. (in Chinese).
    [3] OZGUC O, DAS P K, BARLTROP N. A comparative study on the structural integrity of single and double side skin bulk carriers under collision damage[J]. Marine Structures, 2005, 18(7/8): 511-547.
    [4] HARIS S, AMDAHL J. Analysis of ship-ship collision damage accounting for bow and side deformation interaction[J]. Marine Structures, 2013, 32(1): 18-48.
    [5] VARELA J M, RODRIGUES J M, SOARES C G. On-board decision support system for ship flooding emergency response[J]. Procedia Computer Science, 2014, 29: 1688-1700. doi: 10.1016/j.procs.2014.05.154
    [6] GONZÁLEZ M M, SOBRINO P C, ÁLVAREZ R T, et al. Fishing vessel stability assessment system[J]. Ocean Engineering, 2012, 41(1): 67-78.
    [7] SUN Bin, HU Zhi-qiang, WANG Ge. An analytical method for predicting the ship side structure response in raked bow collisions[J]. Marine Structures, 2015, 41(4): 288-311.
    [8] WIESLAW G. The ships impact in ground of port water area[J]. R and RATA, 2008, 1(2): 61-67.
    [9] GALOR W. The model of ship movement while touching the sea-bed[J]. International Journal on Marine Navigation and Safety of Sea Transportation, 2007, 1(4): 413-418.
    [10] WANG G, ARITA K, LIU D. Behavior of a double hull in a variety of stranding or collision scenarios[J]. Marine Structures, 2000, 13(2): 147-187.
    [11] NGUYEN T, AMDAHL J, LEIRA B J, et al. Understanding ship-grounding events[J]. Marine Structures, 2011, 24(4): 551-569. doi: 10.1016/j.marstruc.2011.07.001
    [12] ZHANG Sheng-ming. Plate tearing and bottom damage in ship grounding[J]. Marine Structures, 2002, 15(2): 101-117. doi: 10.1016/S0951-8339(01)00021-1
    [13] ALSOS H S, AMDAHL J. On the resistance of tanker bottom structures during stranding[J]. Marine Structures, 2007, 20(4): 218-237. doi: 10.1016/j.marstruc.2007.06.001
    [14] NGUYEN T H, GARRĒL, AMDAHL J, et al. Monitoring of ship damage condition during stranding[J]. Marine Structures, 2011, 24(3): 261-274. doi: 10.1016/j.marstruc.2011.02.006
    [15] PEDERSEN P, ZHANG S. Effect of ship structure and size on grounding and collision damage distributions[J]. Ocean Engineering, 2000, 27(11): 1161-1179. doi: 10.1016/S0029-8018(99)00043-8
    [16] 卢镇, 刘汉明. 搁浅船舶拥土阻力计算模型研究[C]∥中国国际救捞论坛组委会. 第四届中国国际救捞论坛论文集. 北京: 海洋出版社, 2006: 120-124.

    LU Zhen, LIU Han-ming. Research of calculation method about soil resistance on grounding vessels[C]∥China International Rescue and Salvage Committee. Proceedings of the 4th China International Rescue and Salvage Conference. Beijing: China Ocean Press, 2006: 120-124. (in Chinese).
    [17] 李昕睿. 考虑位移效应刚性挡土墙被动土压力计算方法研究[D]. 杭州: 浙江大学, 2010.

    LI Xin-rui. Calculation methods of passive earth pressure against rigid retaining wall considering displacement effects[D]. Hangzhou: Zhejiang University, 2010. (in Chinese).
    [18] 彭润民, 纪秋林. 不同变位模式刚性挡土墙的动被动土压力[J]. 岩土力学, 2009, 30(增2): 34-38. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2009S2009.htm

    PENG Run-min, JI Qiu-lin. Dynamic passive earth pressure on retaining wall under various modes of movement[J]. Rock and Soil Mechanics, 2009, 30(S2): 34-38. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2009S2009.htm
    [19] 陈页开. 挡土墙上土压力的试验研究与数值分析[D]. 杭州: 浙江大学, 2001.

    CHEN Ye-kai. Model test and numerieal analysis of earth pressures on retaining wall[D]. Hangzhou: Zhejiang University, 2001. (in Chinese).
    [20] 马文国. 考虑挡土墙不同变位模式与位移效应的土压力计算方法[D]. 银川: 宁夏大学, 2006.

    MA Wen-guo. Calculation method of earth pressure of retaining wall considering movement modes and displacement effects[D]. Yinchuan: Ningxia University, 2006. (in Chinese).
    [21] PENG Shu-quan, LI Xi-bing, FAN Ling, et al. A general method to calculate passive earth pressure on rigid retaining wall for all displacement modes[J]. Transactions Nonferrous Metals Society of China, 2012, 22(6): 1526-1532. doi: 10.1016/S1003-6326(11)61351-4
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出版历程
  • 收稿日期:  2014-10-25
  • 刊出日期:  2015-02-25

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