2013
DOI: 10.1109/tro.2012.2232532
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Spatial Continuum Models of Rods Undergoing Large Deformation and Inflation

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Cited by 64 publications
(49 citation statements)
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“…3) Variable Curvature (VC) kinematics [9] with Cosserat rod model (or equivalent beam theory method), as explained in [10,11] which leads to an optimization boundary value problem (BVP). Tunay presented an approximate solution for the weak-form integral equations resulting from this BVP in a finite element discretized form [12]. 4) Approximate solutions based on the identification of the system with a polynomial [13], or shape function based series solutions [5] which construct a setup-specific model.…”
Section: Introductionmentioning
confidence: 99%
“…3) Variable Curvature (VC) kinematics [9] with Cosserat rod model (or equivalent beam theory method), as explained in [10,11] which leads to an optimization boundary value problem (BVP). Tunay presented an approximate solution for the weak-form integral equations resulting from this BVP in a finite element discretized form [12]. 4) Approximate solutions based on the identification of the system with a polynomial [13], or shape function based series solutions [5] which construct a setup-specific model.…”
Section: Introductionmentioning
confidence: 99%
“…5) approximate identification based series-solutions where coefficients of a simple [18] or complex [19] series are identified using experimental results to construct a hardware-specific model. 6) Numerical finite element methods using Euler-Bernoulli [20] or Galerkin weakform series-solution [21] mechanics and VC kinematics.…”
mentioning
confidence: 99%
“…Use of series-solution based models for identification of kinematic map by Godage [8] have shown to be realtime but with a complex hard to interpret shape function and limitations related to identification based methods. Seriessolution based Galerkin method for static modeling of complex deformation in a discretized finite element domain by Tunay [21] is accurate and comprehensive, but with a complex shape function and limitations related to finite element and Cosserat rod method.…”
mentioning
confidence: 99%
“…Here, to shift the local coordinate systemof each secondary backbone into the global coordinate system -, an adjoint action of Lie group SE(3) on its Lie algebra is introduced by a 6 × 6 matrix representation [21]:…”
Section: Mathematical Problems In Engineeringmentioning
confidence: 99%
“…Krishnan et al [20] studied serial and parallel concatenation of building blocks. Tunay [21] proposed a concept of equivalent bending stiffness 2 Mathematical Problems in Engineering to establish the kinematic model of continuum robot. Gao et al [22] established a mathematical model for predicting the loaded posture of a single section continuum manipulator.…”
Section: Introductionmentioning
confidence: 99%