2020
DOI: 10.1007/978-3-030-58380-4_61
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An Analytical Formulation for the Geometrico-Static Problem of Continuum Planar Parallel Robots

Abstract: In this paper, we provide an analytical formulation for the geometricostatic problem of continuum planar parallel robots. This formulation provides to an analytical computation of a set of equations governing the equilibrium configurations. We also introduce a stability criterion of the computed configurations. This formulation is based on the use of Kirchhoff's rod deformation theory and finite-difference approximations. Their combination leads to a quadratic expression of the rod's deformation energy. Equili… Show more

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Cited by 9 publications
(14 citation statements)
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References 11 publications
(29 reference statements)
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“…More general assumptions, like the Cosserat ones [3], could We derive here the equations for the 3D problem. Equations for the 2D case can be found in [4].…”
Section: B Potential Energy Of a Single Flexible Rodmentioning
confidence: 99%
“…More general assumptions, like the Cosserat ones [3], could We derive here the equations for the 3D problem. Equations for the 2D case can be found in [4].…”
Section: B Potential Energy Of a Single Flexible Rodmentioning
confidence: 99%
“…where V e and V l represent beam's deformation energy and the potential energy of concentrated and distributed loads acting on the beam, computed by approximating derivatives with finite differences (see [25], [26] for their expressions). We assume that the PCPR comprises n beams, as in Fig.…”
Section: A Modelling Approachmentioning
confidence: 99%
“…We want to include several aspects usually of interest for workspace evaluation that stateof-the-art approaches cannot include simultaneously, namely equilibrium stability, singularity identification, strain limits, and external load influence. For this purpose, we decided to adopt the modelling strategy proposed in [25], since it allows us to apply external loads to any robot component, to enforce generic geometric constraints, to assess equilibrium stability, and to identify singular configurations (by the procedure introduced in [26]).…”
mentioning
confidence: 99%
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“…Where W g 𝑑 𝑝 and W ext 𝑑 𝑝 are gravity and external wrenches acting on the distal plate. Finally, the section (r 𝐷𝐺 𝑀 |r 𝐼𝐺 𝑀 ) allows to handle both DGM and IGM with the same numerical framework [9]. It constrains either q or ⟨p 𝑑 𝑝 , ea 𝑑 𝑝 ⟩ depending on the problem type.…”
Section: Unique Solvermentioning
confidence: 99%