Hamiltonian Nodal Position Finite Element Method for Cable Dynamics

被引:7
作者
Ding, Huaiping [1 ]
Zhu, Zheng H. [2 ]
Yin, Xiaochun [1 ]
Zhang, Lin [1 ]
Li, Gangqiang [3 ]
Hu, Wei [1 ]
机构
[1] Nanjing Univ Sci & Technol, Dept Mech & Engn Sci, Nanjing 210094, Jiangsu, Peoples R China
[2] York Univ, Dept Mech Engn, 4700 Keele St, Toronto, ON M3J 1P3, Canada
[3] York Univ, Dept Earth & Space Sci & Engn, 4700 Keele St, Toronto, ON M3J 1P3, Canada
基金
高等学校博士学科点专项科研基金; 加拿大自然科学与工程研究理事会; 中国国家自然科学基金;
关键词
Hamiltonian theory; finite element method; cable; nonlinear dynamics; Symplectic integration; MOMENTUM CONSERVING ALGORITHMS; COORDINATE FORMULATION; NONLINEAR VIBRATION; EXACT ENERGY; INTEGRATION; SIMULATION; SYSTEM; PLATES; BEAMS;
D O I
10.1142/S1758825117501095
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper developed a new Hamiltonian nodal position finite element method (FEM) to treat the nonlinear dynamics of cable system in which the large rigid-body motion is coupled with small elastic cable elongation. The FEM is derived from the Hamiltonian theory using canonical coordinates. The resulting Hamiltonian finite element model of cable contains low frequency mode of rigid-body motion and high frequency mode of axial elastic deformation, which is prone to numerical instability due to error accumulation over a very long period. A second-order explicit Symplectic integration scheme is used naturally to enforce the conservation of energy and momentum of the Hamiltonian finite element system. Numerical analyses are conducted and compared with theoretical and experimental results as well as the commercial software LS-DYNA. The comparisons demonstrate that the new Hamiltonian nodal position FEM is numerically efficient, stable and robust for simulation of long-period motion of cable systems.
引用
收藏
页数:20
相关论文
共 38 条
[1]   NUMERICAL-SIMULATION OF UNDERSEA CABLE DYNAMICS [J].
ABLOW, CM ;
SCHECHTER, S .
OCEAN ENGINEERING, 1983, 10 (06) :443-457
[2]  
Arnold V I, 1999, MATH METHODS CLASSIC
[3]  
Bathe KJ, 1982, FINITE ELEMENT PROCE, P20071
[4]   Inherently energy conserving time finite elements for classical mechanics [J].
Betsch, P ;
Steinmann, P .
JOURNAL OF COMPUTATIONAL PHYSICS, 2000, 160 (01) :88-116
[5]   Three-dimensional Lump-Mass formulation of a catenary riser with bending, torsion and irregular seabed interaction effect [J].
Chai, YT ;
Varyani, KS ;
Barltrop, NDP .
OCEAN ENGINEERING, 2002, 29 (12) :1503-1525
[6]  
Dash R., 2010, INT J ENG-IRAN, V2, P119
[7]  
Demsic M, 2016, ENG REV, V36, P281
[8]  
FENG K, 1987, LECT NOTES MATH, V1297, P1
[10]   Analysis of thin beams and cables using the absolute nodal co-ordinate formulation [J].
Gerstmayr, Johannes ;
Shabana, Ahmed A. .
NONLINEAR DYNAMICS, 2006, 45 (1-2) :109-130