Results 171 to 180 of about 15,589 (209)

A tracking controller for the Euler-Bernoulli beam

Proceedings., IEEE International Conference on Robotics and Automation, 2002
A controller for the Euler-Bernoulli beam is presented with a view to its application on a flexible link robot. It is shown that the controller guarantees asymptotic trajectory tracking for a particular class of initial conditions, requires limited feedback information, and is simple to design.
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Observer for Euler-Bernoulli beam with hydraulic drive

Proceedings of the 40th IEEE Conference on Decision and Control (Cat. No.01CH37228), 2002
It is shown how to extend passivity and contraction results for flexible mechanisms with electrical drives to systems with hydraulic drives.
Olav Egeland, Erlend Kristiansen, Tu Duc Nguyen   +2 more
openaire   +1 more source

Motion planning for a damped euler-bernoulli beam

49th IEEE Conference on Decision and Control (CDC), 2010
The motion planning problem is considered for a Euler-Bernoulli beam with viscous damping. For its solution, a systematic spectral approach is proposed, which is based on the Riesz spectral properties of the system operator. This enables to analyze both boundary and in-domain control in a common framework.
Thomas Meurer, Johannes Schröck, Andreas Kugi   +2 more
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Stabilization of Euler- Bernoulli Beam by A Boundary Control

Results in Mathematics, 1992
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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Vibrations of Cracked Euler-Bernoulli Beams

2014
In this Chapter, the Haar wavelet method is applied for analysing bending and vibrations of elastic Euler-Bernoulli beams.
Ülo Lepik, Helle Hein
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The inverse problem for the Euler-Bernoulli beam

Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences, 1986
Abstract It has long been known that two scaling factors and three spectra, corresponding to three different end-conditions, are required to determine the cross-sectional area A(x) and second moment of area I(x) of an Euler-Bernoulli beam.
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The Euler–Bernoulli Beam

2021
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Viscoelastically supported Euler-Bernoulli beam

2001
A field of application for the convolution quadrature method are time dependent integral equations. Here, the integral equation for a transient excited viscoelastically supported Euler-Bernoulli beam will be deduced and solved with the convolution quadrature method. A direct evaluation in time domain is only possible without the viscoelastic foundation,
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Euler–Bernoulli beam element

2022
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Euler-Bernoulli Beams and Frames

2017
Andreas Öchsner, Marco Öchsner
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