Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue 11
Turn off MathJax
Article Contents
Abstract
References
QIU Chang-lin, WANG Jing, YAN Shu-wang. Coupled DEM-FEM analysis of submarine pipelines with rock armor berm under impact load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2088-2093. DOI: 10.11779/CJGE201511021
Citation: QIU Chang-lin, WANG Jing, YAN Shu-wang. Coupled DEM-FEM analysis of submarine pipelines with rock armor berm under impact load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2088-2093. DOI: 10.11779/CJGE201511021
shu

Coupled DEM-FEM analysis of submarine pipelines with rock armor berm under impact load

  • Geotechnical Institute, School of Civil Engineering, Tianjin University, Tianjin 300072, China

More Information
  • Received Date: September 07, 2014
  • Published Date: November 19, 2015
    Graphical Abstract
    • Abstract
  • Submarine pipelines will possibly be damaged by dropped weights from ocean platforms or anchors from ships. The rock armor berm is the method commonly adopted to protect these pipelines by covering them with a layer of gravels, which can dissipate part of the energy of falling objects. In order to estimate the energy dissipating capacity of the rock armor berm, a coupled discrete element method (DEM) and finite element method (FEM) approach is proposed to analyze the dynamic response of pipelines under impact load. In this approach, DEM is used to model discrete gravels and FEM is used to model other continuous objects. The two kinds of elements interact on each other through the contact interface between them. The calculated results of energy absorptions by gravels coincide well with those recommended by the current code of DNV-RP-F107, and the calculated deformation rules of the pipeline are in good agreement with those given by model tests. These results prove the feasibility of using the proposed approach to evaluate the safety of submarine pipelines with rock armor berm.
    • FullText(HTML)
    • References (12)
  • [1]
    MACDONALD K A, COSHAM A, ALEXANDER C R, et al. Assessing mechanical damage in offshore pipelines-two case studies[J]. Engineering Failure Analysis, 2007, 14(8): 1667-1679.
    [2]
    WIERZBICKI T, SUH M S. Indentation of tubes under combined loading[J]. International Journal of Mechanical Sciences, 1988, 30(3/4): 229-248.
    [3]
    ZEINODDINI M, HARDING J E, PARKE G A R. Effect of impact damage on the capacity of tubular steel members of offshore structures[J]. Marine Structures, 1998, 11(4/5): 141-157.
    [4]
    杨秀娟, 修宗祥, 闫相祯, 等. 海底管道受坠物撞击的三维仿真研究[J]. 振动与冲击, 2009, 28(11): 47-50. (YANG Xiu-juan, XIU Zong-xiang, YAN Xiang-zhen, et al. 3D simulation of submarine pipeline impacted by dropped objects[J]. Journal of Vibration and Shock, 2009, 28(11): 47-50. (in Chinese))
    [5]
    黄小光, 孙 峰. 基于ANSYS/LS-DYNA的海底管道受抛锚撞击动力学仿真[J]. 中国海洋平台, 2012, 27(5): 41-44. (HUANG Xiao-guang, SUN Feng. Application of ANSYS/LS-DYNA in dynamic simulation of submarine pipeline in impacted by an anchor[J]. China Offshore Platform, 2012, 27(5): 41-44. (in Chinese))
    [6]
    DET NORSKE V. Recommended practice DNV-RP-F107 risk assessment of pipeline protection[M]. Norske: Det Norske Verttas, 2010.
    [7]
    闫澍旺, 禚瑞花, 王武刚, 等. 冲击荷载作用下岩土材料能量耗散的有限元分析[J]. 工程力学, 2013, 30(5): 160-164. (YAN Shu-wang, ZHUO Rui-hua, WANG Wu-gang, et al. Finite element analysis on energy dissipation of geo-materials incurred by impacting load[J]. Engineering Mechanics, 2013, 30(5): 160-164. (in Chinese))
    [8]
    杨秀娟, 闫 涛, 修宗祥, 等. 海底管道受坠物撞击时的弹塑性有限元分析[J]. 工程力学, 2011, 28(6): 189-194. (YANG Xiu-juan, YAN Tao, XIU Zong-xiang, et al. Elastic-plastic finite element analysis of submarine pipeline impacted by dropped objects[J]. Engineering Mechanics, 2011, 28(6): 189-194. (in Chinese))
    [9]
    李鹏飞, 严 颖, 季顺迎. 颗粒物质缓冲性能的离散元模拟[M]// 颗粒材料计算力学研究进展. 大连: 大连理工大学出版社, 2012: 189-195. (LI Peng-fei, YAN Ying, JI Shun-ying. Discrete element simulation of impact-absorbing capacity of granular materials[M]// Advances in Computational Mechanics of Granular Materials. Dalian: Dalian University of Technology Press, 2012: 189-195. (in Chinese))
    [10]
    TIMOSHENKO S P, GOODIER J N. Theory of elasticity[M]. 2nd ed. New York: McGraw-Hill Book Company Inc., 1951.
    [11]
    HAFF P K, ANDERSON R S. Grain scale simulations of loose sedimentary beds: the example of grain-bed impact in Aeolian saltation[J]. Sedimentology, 1993, 40: 175-198.
    [12]
    陈国兴. 岩土地震工程学[M]. 北京: 科学出版社, 2007. (CHEN Guo-xing. Geotechnical earthquake engineering[M]. Beijing: Science Press, 2007. (in Chinese))
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(6)

    1. 李如尧，张磊，庞博，旦真旺加，郑磊，刘英杰. 基于PINN的混凝土热学参数反演方法. 水利水电科技进展. 2025(02): 90-97+105 .
    2. 刘浩博，王彦辉，徐波，李顶根. 地下水污染物运移过程的物理信息神经网络模型. 武汉理工大学学报. 2025(03): 53-58 .
    3. 舒伟，孟胤全，邓芳，蒋建国，吴吉春. 基于PINNs算法的一维潜水流方程的渗流参数反演. 南京大学学报(自然科学). 2024(02): 317-327 .
    4. 李林，左林龙，胡涛涛，宋博恺. 基于孔压静力触探试验测试数据的原位固结系数物理信息神经网络反演方法. 岩土力学. 2024(10): 2889-2899 .
    5. 俞扬峰，于家傲，叶伟，李子阳. 多断层影响下某水库三维渗流数值模拟分析. 水电能源科学. 2023(10): 86-90 .
    6. 余旭. 基于渗流模型的泵站基坑降排水方案优化. 水利科技与经济. 2023(12): 29-34 .

    Other cited types(9)

Catalog

    Get Citation
    PDF
    XML
    Article views (370) PDF downloads (300) Cited by(15)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return