2016
DOI: 10.1007/s10409-016-0592-0
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Biomimetic flexible plate actuators are faster and more efficient with a passive attachment

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Cited by 20 publications
(15 citation statements)
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“…To model magnetic actuation, we impose a uniform magnetic field giving rise to a distributed moment acting on the elastic cilium. We locally apply magnetic moment along the cilium 42 with the magnitude that is proportional to , where θ is the angle between magnetic field B and the local axis of the cilium 17,33,40,43,44 . The magnitude of the moment is set to match cilium deflection observed in the experiment.…”
Section: Methodsmentioning
confidence: 99%
“…To model magnetic actuation, we impose a uniform magnetic field giving rise to a distributed moment acting on the elastic cilium. We locally apply magnetic moment along the cilium 42 with the magnitude that is proportional to , where θ is the angle between magnetic field B and the local axis of the cilium 17,33,40,43,44 . The magnitude of the moment is set to match cilium deflection observed in the experiment.…”
Section: Methodsmentioning
confidence: 99%
“…In order to model the magnetic actuation, we impose a uniform magnetic field giving rise to a distributed moment acting on the cilium. Specifically, we locally apply magnetic moment along the cilium 36 with the magnitude that is proportional to…”
Section: Numerical Modelmentioning
confidence: 99%
“…Miller and Peskin [13] used mass-spring networks to model insect wings in two-dimensional numerical simulations. A massspring network was used by Yeh and Alexeev [14] to model a flexible plate swimmer and performed fluid-structure interaction simulation with Lattice-Boltzmann methods in 3D. The development of our solid solver is motivated by their mass-spring network approach, aiming to model the flexibility of insect wings in the three-dimensional case.…”
Section: Introductionmentioning
confidence: 99%
“…Here, we are dealing with a large displacement problem and the question is if eqn. (14) still remains valid.The technique used to derive(14) is no longer applicable since the solution for large deflection of a cantilever beam cannot be obtained analytically[38].This problem involves calculating elliptical integrals of the second kind[39] and needs to be solved numerically. Consequently, the relation between EI and k b is put into a large displacement, nonlinear test case to check if we still get the same mechanical behaviors between the continuous beam and the mass-spring model.…”
mentioning
confidence: 99%