A new formalism for the dynamic modelling of cables

This article proposes a new formalism for the dynamic modelling of cables that can even be applied when they are submitted to cross flow of water or air. An important application is the case of umbilical cables used in remotely operated vehicles. The primary basis for the formulation is to assume that the continuous flexibility is represented by a discrete approach, consisting of rigid links connected by elastic joints, allowing movement in three dimensions. Each elastic joint allows three independent movements, called elevation, azimuth and torsion (twist). A significant contribution of the proposed formalism is the development of a compact equation that allows obtaining the Lagrangian of the system directly and automatically, regardless of the number of links chosen to form a chain of rigid bodies connected by flexible joints to represent the continuous flexibility of the cable. This formulation allows the construction of an algorithm for obtaining the equations of the dynamic model of flexible cables.

[1]  Georgică Slămnoiu,et al.  On the equilibrium configuration of mooring and towing cables , 2008 .

[2]  K. Zhu,et al.  A Multi-Body Space-Coupled Motion Simulation for a Deep-Sea Tethered Remotely Operated Vehicle , 2008 .

[3]  S.C.P. Gomes,et al.  Active control to flexible manipulators , 2006, IEEE/ASME Transactions on Mechatronics.

[4]  Rong-Fong Fung,et al.  FINITE ELEMENT ANALYSIS OF A THREE-DIMENSIONAL UNDERWATER CABLE WITH TIME-DEPENDENT LENGTH , 1998 .

[5]  Antoine Bliek Dynamic analysis of single span cables , 1984 .

[6]  Clément Gosselin,et al.  Singularity Loci of Spherical Parallel Mechanisms , 2005, Proceedings of the 2005 IEEE International Conference on Robotics and Automation.

[7]  Fei Wang,et al.  Steady state analysis of towed marine cables , 2008 .

[8]  Tae Won Park,et al.  Fatigue life prediction of a cable harness in an industrial robot using dynamic simulation , 2008 .

[9]  Michael S. Triantafyllou,et al.  Calculation of dynamic motions and tensions in towed underwater cables , 1994 .

[10]  G. Rega,et al.  Two-to-one resonant multi-modal dynamics of horizontal/inclined cables. Part I: Theoretical formulation and model validation , 2007 .

[11]  R. Sampaio,et al.  O MÉTODO DO LAGRANGEANO AUMENTADO NO ESTUDO DE CABOS UMBILICAIS , 1990 .

[12]  Peter Gosling,et al.  A bendable finite element for the analysis of flexible cable structures , 2001 .

[13]  W. J. Ockels,et al.  A multi-body dynamics approach to a cable simulation for kites , 2007 .

[14]  B. Buckham,et al.  Development of a Finite Element Cable Model for Use in Low-Tension Dynamics Simulation , 2004 .