Mechanical behavior of submarine cable under coupled tension, torsion and compressive loads

被引:40
作者
Chang, Hsun-Cheng [1 ]
Chen, Bang-Fuh [1 ]
机构
[1] Natl Sun Yat Sen Univ, Dept Marine Environm & Engn, Kaohsiung, Taiwan
关键词
Submarine cable; Coupled tension and torsion; Tensile and torsional stiffness; Compressive load; WIRE ROPE; PREDICTION; STRANDS;
D O I
10.1016/j.oceaneng.2019.106272
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
Developing an offshore wind farms, the submarine cables are required as power transmission media to connect offshore wind farms and onshore substations. Axial forces are one of the main causes of the damage to the submarine cables which consist of spiral armor, sheath, insulation and conductors. In addition to the axial elongation when the cable was subjected to tensile loads, the helical armor also produces torque and the coupled tensile and torsional mechanical properties of the submarine cable should be analyzed. In a deep water environment, the effect of water pressure on cable stiffness is important and seldom investigation was made in the past. This paper studied in detail the mechanical behavior of submarine cables under coupled tensile, torsional and compressive loads. When the cable is located 4000 m below sea level, the coupled tensile, torsional and compressive loads may reduce the tensile stiffness as a whole to 30%. The coupling effects of tensile, torsional and compressive loads, therefore, must be carefully considered in analysis and design of the submarine cables.
引用
收藏
页数:13
相关论文
共 25 条
[1]  
ANSYS, WORKB MECH INTR 12 0
[2]   Analytical prediction of umbilical behavior under combined tension and internal pressure [J].
Bai, Yong ;
Lu, Yutian ;
Cheng, Peng .
OCEAN ENGINEERING, 2015, 109 :135-144
[3]  
Ekeberg K, 2002, 21 INT C OFFSH MECH, V1
[4]   Analytical and numerical analysis for unbonded flexible risers under axisymmetric loads [J].
Guo, Yousong ;
Chen, Xiqia ;
Wang, Deyu .
OCEAN SYSTEMS ENGINEERING-AN INTERNATIONAL JOURNAL, 2016, 6 (02) :129-141
[5]  
Hruska F.H., 1951, Wire Wire Prod., V26, P799
[6]  
Hruska F.H., 1952, Wire and Wire Products, V27, P459
[7]  
Hruska FH., 1953, WIRE WIRE PRODUCTS, V28, P455
[8]  
Knapp R, 1975, OCEAN 75 C
[9]  
Knapp R.H., 2007, 17 INT OFFSH POL ENG
[10]   DERIVATION OF A NEW STIFFNESS MATRIX FOR HELICALLY ARMORED CABLES CONSIDERING TENSION AND TORSION [J].
KNAPP, RH .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1979, 14 (04) :515-529