Analytical study of the failure mode and pullout capacity of suction anchors in sand

被引:14
|
作者
Liu, Haixiao [1 ,2 ]
Peng, Jinsong [1 ]
Zhao, Yanbing [1 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
[2] Shanghai Jiao Tong Univ, Collaborat Innovat Ctr Adv Ship & Deep Sea Explor, Shanghai 200240, Peoples R China
基金
中国国家自然科学基金;
关键词
suction anchor; failure mode; pullout capacity; inclined loading; analytical model; sand;
D O I
10.12989/ose.2015.5.4.279
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Suction anchors are widely adopted and play an important role in mooring systems. However, how to reliably predict the failure mode and ultimate pullout capacity of the anchor in sand, especially by an easy-to-use theoretical method, is still a great challenge. Existing methods for predicting the inclined pullout capacity of suction anchors in sand are mainly based on experiments or fmite element analysis. In the present work, based on a rational mechanical model for suction anchors and the failure mechanism of the anchor in the seabed, an analytical model is developed which can predict the failure mode and ultimate pullout capacity of suction anchors in sand under inclined loading. Detailed parametric analysis is performed to explore the effects of different parameters on the failure mode and ultimate pullout capacity of the anchor. To examine the present model, the results from experiments and fmite element analysis are employed to compare with the theoretical predictions, and a general agreement is obtained. An analytical method that can evaluate the optimal position of the attachment point is also proposed in the present study. The present work demonstrates that the failure mode and pullout capacity of suction anchors in sand can be easily and reasonably predicted by the theoretical model, which might be a useful supplement to the experimental and numerical methods in analyzing the behavior of suction anchors.
引用
收藏
页码:279 / 299
页数:21
相关论文
共 50 条
  • [1] Analytical study of the failure mode and pullout capacity of suction anchors in clay
    Liu, Haixiao
    Wang, Chen
    Zhao, Yanbing
    [J]. OCEAN SYSTEMS ENGINEERING-AN INTERNATIONAL JOURNAL, 2013, 3 (02): : 79 - 95
  • [2] Pullout capacity of embedded suction anchors in sand
    Jones, K. D.
    Bang, S.
    Cho, Y.
    [J]. OCEAN ENGINEERING, 2007, 34 (16) : 2107 - 2114
  • [3] Horizontal pullout capacity of embedded suction anchors in sand
    Bang, S.
    Jones, K.
    Kim, Y. S.
    Kim, K. O.
    Cho, Y.
    [J]. PROCEEDINGS OF THE 25TH INTERNATIONAL CONFERENCE ON OFFSHORE MECHANICS AND ARCTIC ENGINEERING, VOL 2, 2006, : 11 - 17
  • [4] Vertical pullout capacity of embedded suction anchors in sand
    Bang, S.
    Jones, K.
    Kim, Y. S.
    Kim, K. O.
    Cho, Y.
    [J]. PROCEEDINGS OF THE SIXTEENTH (2006) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2, 2006, : 469 - 474
  • [5] Inclined Pullout Capacity of Suction Anchors in Clay over Silty Sand
    Zhou, Mi
    Yang, Ningxin
    Tian, Yinghui
    Zhang, Xihong
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 149 (06)
  • [6] PULLOUT CAPACITY OF SLAB ANCHORS IN SAND
    FRYDMAN, S
    SHAHAM, I
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 1989, 26 (03) : 385 - 400
  • [7] Seismic pullout capacity of vertical anchors in sand
    Bhattacharya, Paramita
    Kumar, Jyant
    [J]. GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2013, 8 (03): : 191 - 201
  • [8] The pullout capacity of OMNI-Max anchors in sand
    Liu, Haixiao
    Deng, Feilian
    Zhang, Chenyang
    Li, Zhou
    [J]. MARINE GEORESOURCES & GEOTECHNOLOGY, 2024, 42 (10) : 1399 - 1414
  • [9] Pullout capacity of inclined plate anchors embedded in sand
    Bhattacharya, Paramita
    Kumar, Jyant
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2014, 51 (11) : 1365 - 1370
  • [10] Pullout capacity of multi-plate horizontal anchors in sand: an experimental study
    Tilak, B. Vidya
    Samadhiya, Narendra Kumar
    [J]. ACTA GEOTECHNICA, 2021, 16 (09) : 2851 - 2875