Numerical Calculation of Two-Dimensional Subsea Cable Tension Problem Using Minimization Approach

被引:4
作者
Jasman, Nur Azira [1 ]
Normisyidi, Nur Adlin Lina [2 ]
Hoe, Yeak Sue [1 ]
Abidin, Ahmad Razin Zainal [2 ]
Haniffah, Mohd Ridza Mohd [3 ]
机构
[1] Univ Teknol Malaysia, Dept Math Sci, Utm Johor Bahru 81310, Malaysia
[2] Univ Teknol Malaysia, Dept Struct & Mat, Utm Johor Bahru 81310, Malaysia
[3] Univ Teknol Malaysia, Dept Water & Environm Engn, Utm Johor Bahru 81310, Malaysia
关键词
Two-dimensional; Steady state problem; Catenary configuration; Lazy wave configuration; Minimization with gradient-based approach; MARINE CABLES; MATHEMATICAL-MODEL; BEHAVIOR;
D O I
10.11113/matematika.v35.n4.1261
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
Subsea cable laying is a risky and challenging operation faced by engineers, due to many uncertainties arise during the operation. In order to ensure that subsea cables are laid out diligently, the analysis of subsea cable tension during the laying operation is crucial. This study focuses on the fatigue failure of cables that will cause large hang-off loads based on catenary configuration after laying operation. The presented problem was addressed using mathematical modelling with consideration for a number of defining parameters, which include external forces such as current velocity and design parameters such as cable diameter. There were two types of subsea cable tension analyses studied: tensional analysis of catenary configurations and tensional analysis of lazy wave configurations. The latter involved a buoyancy module that was incorporated in the current catenary configuration that reduced subsea cable tension and enhanced subsea cable lifespan. Both analyses were solved using minimization through the gradient-based approach concerning on the tensional analysis of the subsea cable in different configurations. Lazy wave configurations were shown to successfully reduce cable tension, especially at the hang-off section.
引用
收藏
页码:15 / 32
页数:18
相关论文
共 18 条
  • [1] Abidin ARZ, 2018, MATEMATIKA, V34, P173
  • [2] Burgess J. J., 1991, 1 INT OFFSH POL ENG
  • [3] A variational approach for three-dimensional model of extensible marine cables with specified top tension
    Chucheepsakul, S
    Srinil, N
    Petchpeart, P
    [J]. APPLIED MATHEMATICAL MODELLING, 2003, 27 (10) : 781 - 803
  • [4] A comparison between continuous and discrete modelling of cables with bending stiffness
    Dreyer, TP
    Van Vuuren, JH
    [J]. APPLIED MATHEMATICAL MODELLING, 1999, 23 (07) : 527 - 541
  • [5] 3D mathematical model and numerical simulation for laying marine cable along prescribed trajectory on seabed
    Han, Huan
    Li, Xing
    Zhou, Huan-Song
    [J]. APPLIED MATHEMATICAL MODELLING, 2018, 60 : 94 - 111
  • [6] Howison S.D., 2005, PRACTICAL APPL MATH
  • [7] A numerical and experimental study on dynamics of a towed low tension cable
    Park, HI
    Jung, DH
    Koterayama, W
    [J]. APPLIED OCEAN RESEARCH, 2003, 25 (05) : 289 - 299
  • [8] The transient behaviour of marine cables being laid - The two-dimensional problem
    Patel, MH
    Vaz, MA
    [J]. APPLIED OCEAN RESEARCH, 1995, 17 (04) : 245 - 258
  • [9] Three dimensional transient analysis of the installation of marine cables
    Vaz, MA
    Witz, JA
    Patel, MH
    [J]. ACTA MECHANICA, 1997, 124 (1-4) : 1 - 26
  • [10] Three-dimensional behaviour of elastic marine cables in sheared currents
    Vaz, MA
    Patel, MH
    [J]. APPLIED OCEAN RESEARCH, 2000, 22 (01) : 45 - 53