Abstract:Classical geometrically exact Kirchhoff and Cosserat models are used to study the nonlinear deformation of rods. Extension, bending and torsion of the rod may be represented by the Kirchhoff model. The Cosserat model additionally takes into account shearing effects. Second order finite differences on a staggered grid define discrete viscoelastic versions of these classical models. Since the rotations are parametrisecl by unit quaternions, the space discretisation results in differential-algebraic equations tha… Show more
“…Approaches to dynamic beam simulation being inherently different from Lie group methods, are already mentioned in the introduction. In particular, [5,34,35] use redundant coordinates like quaternions or director triads. To describe the rotational degrees of freedom, they need to be subject to constraints, leading to differential algebraic equations of motion that are treated, e.g., with index reduction or projection methods.…”
Section: Comparison With Other Methodsmentioning
confidence: 99%
“…This choice is consistent with the approximation we made for the potential term. We now give the discrete Lagrange-d'Alembert equations (35), for a given diffeomorphism τ : se(3) → S E(3) in a neighborhood of the origin such that τ (0) = e.…”
Section: Alternative Discrete Lagrange-d'alembert Equationsmentioning
confidence: 99%
“…The constrained formulation is particularly popular when the beam is part of a multibody system, where further constraints representing the connection to other (rigid or flexible) components are naturally present. Additional popular formulations are the so called absolute nodal coordinates formulation based on works of [57,58] or formulations in terms of unit quaternions [34,35]. Recently, Lie group formulations are becoming more and more important in multibody dynamics; see, e.g., [12,13].…”
The goal of this paper is to derive a structure preserving integrator for geometrically exact beam dynamics, by using a Lie group variational integrator. Both spatial and temporal discretization are implemented in a geometry preserving manner. The resulting scheme preserves both the discrete momentum maps and symplectic structures, and exhibits almost-perfect energy conservation. Comparisons with existing numerical schemes are provided and the convergence behavior is analyzed numerically.
“…Approaches to dynamic beam simulation being inherently different from Lie group methods, are already mentioned in the introduction. In particular, [5,34,35] use redundant coordinates like quaternions or director triads. To describe the rotational degrees of freedom, they need to be subject to constraints, leading to differential algebraic equations of motion that are treated, e.g., with index reduction or projection methods.…”
Section: Comparison With Other Methodsmentioning
confidence: 99%
“…This choice is consistent with the approximation we made for the potential term. We now give the discrete Lagrange-d'Alembert equations (35), for a given diffeomorphism τ : se(3) → S E(3) in a neighborhood of the origin such that τ (0) = e.…”
Section: Alternative Discrete Lagrange-d'alembert Equationsmentioning
confidence: 99%
“…The constrained formulation is particularly popular when the beam is part of a multibody system, where further constraints representing the connection to other (rigid or flexible) components are naturally present. Additional popular formulations are the so called absolute nodal coordinates formulation based on works of [57,58] or formulations in terms of unit quaternions [34,35]. Recently, Lie group formulations are becoming more and more important in multibody dynamics; see, e.g., [12,13].…”
The goal of this paper is to derive a structure preserving integrator for geometrically exact beam dynamics, by using a Lie group variational integrator. Both spatial and temporal discretization are implemented in a geometry preserving manner. The resulting scheme preserves both the discrete momentum maps and symplectic structures, and exhibits almost-perfect energy conservation. Comparisons with existing numerical schemes are provided and the convergence behavior is analyzed numerically.
“…(1) for our discrete 5 Cosserat model 5 Practical applications of our Cosserat rod model with KelvinVoigt damping in Multibody System Dynamics are reported in our formulated with unit quaternions as explained in detail by Lang et al (2011) and investigated further in Lang and Arnold (2012) w.r.t. numerical aspects, we do not make use of this particular formulation here, as it is more practical to work with the directors associated to SO(3) frames for the vector-algebraic calculations which we have to carry out within our derivations of one-dimensional rod functionals from three-dimensional continuum formulation.…”
Section: Dynamic Equilibrium Equationsmentioning
confidence: 99%
“…Our recent articles (Lang et al, 2011;Lang and Arnold, 2012) provide one concrete example of an implementation of a discrete version of our constitutive model (1), as an integral part of (and taylored to) our specific continuum formulation of the Cosserat rod model using unimodular quaternions, our specific spatial discretization approach -finite differences for the centerline, finite quotients for the quaternion field, both on a staggered grid -applied on the level of the stored energy (10), kinetic energy (see Sect. 3.6) and the dissipation function (11), the specific formulation of the resulting semidiscrete system as a first order DAE or ODE (depending on the kind of internal kinematical constraints and their treatment), and the class of time integration methods we choose to solve the semidiscrete equations for various initial-boundary value problems.…”
Section: Discretizations Of the Kelvin-voigt Modelmentioning
Abstract. We present the derivation of a simple viscous damping model of Kelvin-Voigt type for geometrically exact Cosserat rods from three-dimensional continuum theory. Assuming moderate curvature of the rod in its reference configuration, strains remaining small in its deformed configurations, strain rates that vary slowly compared to internal relaxation processes, and a homogeneous and isotropic material, we obtain explicit formulas for the damping parameters of the model in terms of the well known stiffness parameters of the rod and the retardation time constants defined as the ratios of bulk and shear viscosities to the respective elastic moduli. We briefly discuss the range of validity of the Kelvin-Voigt model and illustrate its behaviour for large bending deformations with a numerical example.
The Local Linear Timoshenko (LLT) model for the planar motion of a rod that undergoes flexure, shear and extension, was recently derived in Van Rensburg et al. (2021). In this paper we present an algorithm developed for this model. The algorithm is based on the mixed finite element method, and projections into finite dimensional subspaces are used for dealing with nonlinear forces and moments. The algorithm is used for an investigation into elastic waves propagated in the LLT rod. Interesting properties of the LLT rod include the increased propagation speed of elastic waves when compared to the linear Timoshenko beam, and the appearance of buckled states or equilibrium solutions for compressed LLT beams. It is also shown that the LLT rod is applicable to large displacements and rotations for a wide range of slender elastic objects; from beams to highly slender flexible rods.
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