Research Papers

Geometrically Exact Kirchhoff Beam Theory: Application to Cable Dynamics

[+] Author and Article Information
Frédéric Boyer

 Institut de Recherche en Communications et Cybernétique de Nantes (IRCCyN), Ecole des Mines de Nantes, La Chantrerie, 4, rue Alfred Kastler, B. P. 20722, F-44307 Nantes, Cedex 3, Francefrederic.boyer@emn.fr

Guillaume De Nayer

Fakultät für Maschinenbau, Helmut-Schmidt Universität, Holstenhofweg 85, Hamburg, Germanydenayer@hsu-hh.de

Alban Leroyer

Laboratoire de Mécanique des Fluides, UMR CNRS 6598, Ecole Centrale de Nantes, 1 rue de la Noë, B.P. 92101, Nantes 44321, Cedex 3, Francealban.leroyer@ec-nantes.fr

Michel Visonneau

Laboratoire de Mécanique des Fluides, UMR CNRS 6598, Ecole Centrale de Nantes, 1 rue de la Noë, B.P. 92101, Nantes 44321, Cedex 3, Francemichel.visonneau@ec-nantes.fr

Referring to Riemannian geometry, any Λu(v) defines on the unit sphere S2, the action of the parallel transport of the Levi–Civita connection along the geodesic (great circle) linking uS2 with vS2.

Given in the case of SO(3) by exp(v̂)=cos(v)I3+(1cos(v))(v/v)(v/v)+sin(v)(v/v)̂.

d/dϵϵ=0 denotes the directional (Gateau) derivative.

In fact, one of the two integrations by parts is done; the second will be “replaced” by the polynomial interpolation (Hermit) of the finite element method.

J. Comput. Nonlinear Dynam 6(4), 041004 (Apr 05, 2011) (14 pages) doi:10.1115/1.4003625 History: Received July 14, 2010; Revised January 19, 2011; Published April 05, 2011; Online April 05, 2011

In this article, the finite element simulation of cables is investigated for future applications to robotics and hydrodynamics. The solution is based on the geometrically exact approach of Cosserat beams in finite transformations, as initiated by Simo in the 1980s. However, the internal basic kinematics of the beam theory is not those of Reissner–Timoshenko but rather those of Kirchhoff. Based on these kinematics, the dynamic model adopted is a nonlinear extension of the so-called linear model of twisted and stretched Euler–Bernoulli beams. In agreement with the investigated applications, one or both of the ends of the cable are submitted to predefined motions. This model is also implemented into a computational fluid dynamics code, which solves the Reynolds-averaged Navier–Stokes equations. Regarding this last point, an implicit/iterative algorithm including a conservative load transfer for the variable hydrodynamic forces exerted all along the beam length has been used to reach a stable coupling. The relevance of the approach is tested through three advanced examples. The first is related to the prediction of cable motion in robotics. Then, the two last illustrations deal with fluid-structure interaction (FSI). A 2D classical benchmark in FSI is first investigated, and, at last, a computation illustrates the procedure in a 3D case.

Copyright © 2011 by American Society of Mechanical Engineers
Your Session has timed out. Please sign back in to continue.



Grahic Jump Location
Figure 1

Basic kinematics of a beam

Grahic Jump Location
Figure 2

Parameterization of the rotation field

Grahic Jump Location
Figure 3

Initial configuration of the six-axis “Puma robot”

Grahic Jump Location
Figure 4

A cable fixed at the end of a moving Puma type manipulator: (a) planar projection in (e1,e2), (b) planar projection in (e3,e1), (c) planar projection in (e2,e3), and (d) 3D visualization

Grahic Jump Location
Figure 5

Elastic filament fixed to a square rigid body in an incompressible flow

Grahic Jump Location
Figure 6

Diagram of FSI coupling

Grahic Jump Location
Figure 7

Algorithm of the FSI coupling

Grahic Jump Location
Figure 8

Models of the structure and fluid loads

Grahic Jump Location
Figure 9

Transfer of fluid contact forces to external wrenches compatible with Kirchhoff beam kinematics

Grahic Jump Location
Figure 10

Hübner test-case results with the Bossak method (Δt=10−3 s) on the coarse mesh

Grahic Jump Location
Figure 11

Pressure field around the filament, which deforms itself during a half period T/2≈0.16 s (calculation on the fine mesh) : (a) t=0, (b) t≈T/12, (c) t≈T/6, (d) t≈T/4, (e) t≈T/3, and (f) t≈T/2

Grahic Jump Location
Figure 12

Deformable cable partly in water

Grahic Jump Location
Figure 13

Cable with inflow piercing the free surface: (a) initial configuration and (b) deformed cable at t=15 s

Grahic Jump Location
Figure 14

Towed cable into a multifluid domain (snapshots every 0.5 s)

Grahic Jump Location
Figure 15

Deformed mesh at t=15 s: (a) global view and (b) zoom at the free cable extremity




Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In