2014
DOI: 10.1016/j.cnsns.2014.02.032
|View full text |Cite
|
Sign up to set email alerts
|

Multisymplectic Lie group variational integrator for a geometrically exact beam in

Abstract: In this paper we develop, study, and test a Lie group multisymplectic integrator for geometrically exact beams based on the covariant Lagrangian formulation. We exploit the multisymplectic character of the integrator to analyze the energy and momentum map conservations associated to the temporal and spatial discrete evolutions. Covariant (spacetime) formulation of geometrically exact beamsGeometrically exact beams. Our developments are based on the geometrically exact beam model as developed in Reissner [1972]… Show more

Help me understand this report
View preprint versions

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
29
0

Year Published

2014
2014
2023
2023

Publication Types

Select...
5
4

Relationship

3
6

Authors

Journals

citations
Cited by 39 publications
(29 citation statements)
references
References 20 publications
0
29
0
Order By: Relevance
“…Such a variational discretization has been carried out in [16] following the multisymplectic discretization of [47]. This approach allows for symplecticity in both the space and time evolutions, as well as a discrete version of covariant Noether theorem (that implies the classical one).…”
Section: Comparison With Other Methodsmentioning
confidence: 99%
“…Such a variational discretization has been carried out in [16] following the multisymplectic discretization of [47]. This approach allows for symplecticity in both the space and time evolutions, as well as a discrete version of covariant Noether theorem (that implies the classical one).…”
Section: Comparison With Other Methodsmentioning
confidence: 99%
“…An explicit, second-order accurate VI that can be identified with a Lie-group, symplectic, partitioned RungeKutta method for finite element discretizations of geometrically exact rods is presented in (Mata 2015). The formulation of VI's for spatial beams and plates is carried out in (Demoures 2012;Demoures et al 2014). In (Nichols and Murphey 2008) a VI for simulating the dynamics of cable structures is formulated.…”
Section: Variational Integrationmentioning
confidence: 99%
“…We are in the process of developing a variational integrator for this problem, however, we expect that such a development will be quite intricate. Symplectic and multisymplectic variational integrators for a geometrically exact rod without fluid motion have been only derived recently, see [71] and [72], and the fluid motion presents the substantial difficulty of introducing right-invariant terms in the problem. Multisymplectic discretization for tube conveying incompressible fluid has been considered in [65].…”
Section: Remark 24 (On Further Equation Simplification)mentioning
confidence: 99%