1998
DOI: 10.1115/1.2801491
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Modeling of Elastically Coupled Bodies: Part I—General Theory and Geometric Potential Function Method

Abstract: This paper looks at spatio-geometric modeling of elastically coupled rigid bodies. Desirable properties of compliance families are defined (sufficient diversity, parsimony, frame-indifference, and port-indifference). A novel compliance family with the desired properties is defined using geometric potential energy functions. The configuration-dependent wrenches corresponding to these potential functions are derived in a form suitable for automatic computation.

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Cited by 23 publications
(13 citation statements)
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“…where E b a = η b a I −ẽ b a . Fasse et al 12 prove several useful properties of their potential function. It is sufficiently diverse and therefore can model arbitrary local stiffness.…”
Section: Dof Stiffnessmentioning
confidence: 99%
See 1 more Smart Citation
“…where E b a = η b a I −ẽ b a . Fasse et al 12 prove several useful properties of their potential function. It is sufficiently diverse and therefore can model arbitrary local stiffness.…”
Section: Dof Stiffnessmentioning
confidence: 99%
“…Fasse et al 13,59 furthered the methods of Caccavale et al 7,8 to model elastically coupled rigid bodies. The model presented in this section uses the quaternion-based potential function in Zhang et al 59 We use the notation of Fasse et al 12 where p a b is the displacement of frame b relative to frame a written in the coordinates of a. Frames a and b are rigidly attached to bodies A and B, respectively. The columns of R a b are the basis vectors of frame b written in the coordinates of a.…”
Section: Dof Stiffnessmentioning
confidence: 99%
“…(22) and (19) of subsection 3.2. The above potential energy representation of the screw theory can be divided into four terms in the classical form [13] as follows:…”
Section: Potential Energymentioning
confidence: 99%
“…where K t , K o , and K c represent the 3 × 3 translational, rotational, and coupling stiffness matrices respectively. We choose frames a and b to be located at the center of stiffness because it is a unique point that maximally decouples K [45]. The stiffness terms can be determined from elasticity theory or finite element analysis [46].…”
Section: Modelmentioning
confidence: 99%