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Assessment and Future Directions of Nonlinear Model Predictive ...

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544 D. DeHaan <strong>and</strong> M. GuayThe function α serves to restrict the adaptation <strong>of</strong> t θ 1 such that the intersectiont = t θ 1 is transversal, resulting in deterministic closed-loop behaviour. Although(12a) appears nonautonomous, all time-dependence disappears under transformation(13).The gradient terms ∇ θ J <strong>and</strong> ∇ t θJ in (12a) represent sensitivities <strong>of</strong> (11a),for which differential sensitivity expressions must be solved. Fortunately, severalefficient algorithms (for example [12]) exist for simultaneous solution <strong>of</strong> ODE’swith their parametric sensitivity equations, which can additionally be efficientlydecomposed by the intervals <strong>of</strong> t θ . The matrices Γ t θ > 0<strong>and</strong>Γ θ > 0 define thetype <strong>of</strong> descent-based optimization used. While constant matrices generating(scaled-) steepest-descent trajectories are the simplest choice, higher order definitionssuch as Gauss-Newton or full order Newton (appropriately convexified)could be used.The operator in (12a) <strong>of</strong> the form ṡ =Proj(ν, S) denotes a (Lipschitz) parameterprojection like those defined in [13], where the component <strong>of</strong> ν orthogonalto ∂S is removed as s approaches ∂S. This results in the properties 1) s(t 0 ) ∈ S=⇒ s ∈ S for all t ≥ t 0 ,<strong>and</strong>2)∇ s J · Proj(−kΓ ∇ s J T , S) ≤ 0. For brevity, thereader is referred to [13] <strong>and</strong> reference therein for details on the design <strong>of</strong> suchan operator. We note that applying this operator to θ serves simply to ensurethat θ(t) ∈ Θ, nottoenforceu(t) ∈ U. Enforcing u(t) ∈ U by selection <strong>of</strong> Θ(rather than using B u ) is possible in special cases when U is a convex set, <strong>and</strong>φ is convex in both arguments.Lemma 2. Over any interval <strong>of</strong> existence t ∈ [t 0 ,t 1 ] <strong>of</strong> the solution to (12a)starting from (t θ ,θ)(t 0 ) ∈ Φ(t 0 ,x(t 0 ), P), the closed-loop flows satisfy 1) dJdt =∇ t J + ∇ z J ż

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