2014 14th International Conference on Control, Automation and Systems (ICCAS 2014) 2014
DOI: 10.1109/iccas.2014.6987886
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Modeling and sliding mode control of flexible structure

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Cited by 7 publications
(2 citation statements)
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“…if NT > Nc, two additional equilibria emerge symmetrically on sides of the beam. Then, the central equilibrium goes unstable, while the side equilibria form stable equilibrium points of the system [24]. For the practical system of IFB on cart under consideration, even if entire beam mass is assumed at the tip of beam, we get tip load, NT = mg = mbg = 0.2107 kg.m/ s 2 which is less than the critical buckling load limit of this system, given by eqn.…”
Section: Euler-lagrange Equation :-mentioning
confidence: 89%
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“…if NT > Nc, two additional equilibria emerge symmetrically on sides of the beam. Then, the central equilibrium goes unstable, while the side equilibria form stable equilibrium points of the system [24]. For the practical system of IFB on cart under consideration, even if entire beam mass is assumed at the tip of beam, we get tip load, NT = mg = mbg = 0.2107 kg.m/ s 2 which is less than the critical buckling load limit of this system, given by eqn.…”
Section: Euler-lagrange Equation :-mentioning
confidence: 89%
“…(13), for i = 1,2 consecutively, we obtain the following set of two equations respectively : mL 2 jj + mLz cos B + O.5kL 2 si n 2B -mgLsi n B +b1Li cos 8 + b1L 2 B = 0 (14) 2015 International Conference on Power and Advanced Control Engineering (ICPACE) (M + m)z + mLBcos8 -mLfP si n 8 + (bl + b 2 )i +blL8cos8 = u (15) Thus, the mathematical equations (eqn.s (14) & (15)) so derived, govern the dynamics of the system of inverted flexible beam on cart. It can be represented in 4th order matrix-vector form as :…”
Section: Euler-lagrange Equation :-mentioning
confidence: 99%