2008 47th IEEE Conference on Decision and Control 2008
DOI: 10.1109/cdc.2008.4739177
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Modeling for control of an inflatable space reflector, the nonlinear 1-D case

Abstract: Modeling for control of an inflatable space reflector, the nonlinear 1-D case Voß, T.; Scherpen, J.M.A.; Onck, P.R. Take-down policy If you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim.Downloaded from the University of Groningen/UMCG research database (Pure): http://www.rug.nl/research/portal. For technical reasons the number of authors shown on this cover page is limited to 10 maximum. Abstract-I… Show more

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Cited by 7 publications
(3 citation statements)
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“…Several contributions were presented in the last years for modeling beams as port-Hamiltonian systems (Cardoso-Ribeiro et al, 2016; Macchelli et al, , 2009Voss et al, 2008aVoss et al, , 2008bVoss and Scherpen, 2014;Morris and Ozer, 2013)). These included linear (Voss et al, 2008a) and non-linear (Voss et al, 2008b) Euler-Bernoulli beams, as well as the Timoshenko beam theory Voss and Scherpen, 2014). Here, a pHs model of a linear Euler-Bernoulli beam with distributed piezoelectric actuators is used (as in Cardoso-Ribeiro et al, 2016), for sake of simplicity.…”
Section: Structural Dynamicsmentioning
confidence: 99%
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“…Several contributions were presented in the last years for modeling beams as port-Hamiltonian systems (Cardoso-Ribeiro et al, 2016; Macchelli et al, , 2009Voss et al, 2008aVoss et al, , 2008bVoss and Scherpen, 2014;Morris and Ozer, 2013)). These included linear (Voss et al, 2008a) and non-linear (Voss et al, 2008b) Euler-Bernoulli beams, as well as the Timoshenko beam theory Voss and Scherpen, 2014). Here, a pHs model of a linear Euler-Bernoulli beam with distributed piezoelectric actuators is used (as in Cardoso-Ribeiro et al, 2016), for sake of simplicity.…”
Section: Structural Dynamicsmentioning
confidence: 99%
“…Several contributions were presented in the last years for modeling beams as port-Hamiltonian systems [33,36,37,38,39,40,41,42]). These included linear [39] and non-linear [40] Euler-Bernoulli beams, as well as the Timoshenko beam theory [36,41].…”
Section: Structural Dynamicsmentioning
confidence: 99%
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