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- Introduction (prehistory)
 - Discrete-time sliding modes
-    Observers and estimators
-      Chattering      problem
 - High order sliding modes
IntroductIon of
SlIdIng Mode
control
First Stage – Control in Canonical
Space
Introduction of Sliding Mode Control
■ Concept of Sliding Mode ( Second order relay system )
    = u ,
   x                                                   Upper semi-plane :          s > 0 → u = −u0 →  = −u0
                                                                                                     x
  u = −u0 sgn( s ), s = cx + x, u0 , c : const
                                                      Lower semi-plane :           s < 0 → u = u0 →  = u0
                                                                                                     x

  • State trajectories are towards the line switching line s=0
  • State trajectories cannot leave and belong to the switching line s=0                 : sliding mode
  • After sliding mode starts, further motion is governed by         s = cx + x = 0
                                                                                        : sliding mode equation




                                                   e
                                                 od
                                  x
                                  
                          s > 0 ,  = − u0
                                  x             M g
         m                                                                       In sliding mode,
                                              din


                                                                                 the system motion is
                                          Sli



                                                                                 (1) governed by 1st order
                                                            x                        equation (reduced order).
                                                                                 (2) depending only on ‘c’ not
                                                                                     plant dynamics.
                                                                s = cx + x = 0
                                                                         
                                                       n
                        s < 0 ,  = u0
                                x                                                        Slid
                                                                                              in
                                                                                          E qu g M o d
                                                                                                atio e
                                                                                                    n
Mathematical Aspects II
              Sliding Mode Existence Conditions

       Scalar Control:
      Vector
      Control       s =0
  Trajectories should be             2                                    s=0
  oriented towards the
                 2
  switching surface

 = u ,
x                             3                                              1          s1=0
u = −u0 sgn( s ), s = cx + x, u0 , c : const
                           
                             R       [ grad ( s)]T bu + ( x) + [ grad ( s )]T f ( x) < 0
                                     [ grad ( s)]T bu − ( x) + [ grad ( s)]T f ( x ) > 0 s ( x )= 0
Variable Structure Design
      Approaches
Varying Structures for
Stabilization
Use of Singular Trajectories
SLIDING MODES
Introduction of Sliding Mode Control
■ Concept of Sliding Mode ( Variable Structures System )

    − ax = u,
   x                                                         1     If s > 0, x < 0 or s < 0, x > 0 then  − ax = kx
                                                                                                        x
  u = − k x sgn( s),       s = cx + x, a, k , c > 0
                                    
                                                             2     If s > 0, x > 0 or s < 0, x < 0 then  − ax = − kx
                                                                                                        x




                                x
                                                                                            x
                                                                                             




                                                x                                                             x




                                                    c0 x + x = 0
                                                           
                       1    − ax = kx
                           x                                                       2    − ax = − kx
                                                                                       x

                                       State planes of two unstable structures
Introduction of Sliding Mode Control
• If c<c0, the state trajectories are towards the line switching line s=0
• State trajectories cannot leave and belong to the switching line s=0        : sliding mode
• After sliding mode starts, further motion is governed by s = cx + x = 0
                                                                             : sliding mode equation

                       x
                       
  1    s > 0, x < 0        2   s > 0, x > 0


                                                                      In sliding mode,
                                                                      the system motion is
                                                                      (1) governed by 1st order
                                              x                           equation (reduced order).
                                                                      (2) depending only on ‘c’ not
                                                                          plant dynamics.
                                                  s = 0 or
                                                  cx + x = 0
                                                       
                               s < 0, x > 0
                                                                 c < c0
   2   s < 0, x < 0        1
                                                  c0 x + x = 0
                                                         
State planes of Variable Structure System
SLIDING MODE CONTROL
                  • Order of the motion
                    equation is reduced
                  • Motion equation of sliding
                    mode is linear and
                    homogenous.
                  • Sliding mode does not
Motion Equation     depend on the plant
                    dynamics        and      is
                    determined by parameter
                    C selected by a designer.
VSS in Canonical Space


S.V. Emel’yanov, V.A.Taran, On a class of variable structure control systems, Proc.
of USSR Academy of Sciences, Energy and Automation, No.3, 1962 (In Russian).
          The methodology, developed for second-order
        systems, was preserved:
       -       sliding mode should exist at any point of switching
        plane, then it is called sliding plane.
       -      sliding mode should be stable
        -     the state should reach the plane for any initial
        conditions.
VSS in Canonical Space
Adaptive VSS
               The rate of decay in
               sliding mode may be
               increased by varying
               the gain C depending
               on   b.
Adaptive VSS, State Plane
E.N. Dubrovski, Adaptation principle in VSS, Proceedings of 2nd Bulgarian
Conference on Control, v.1, part 1, Varna, 1967 (In Russian).


                                       While sliding mode exists the
                                       gain C is increased until sliding
                                       mode disappears.
Dubrovnik 1964
IFAC Sensitivity Conference
Dubrovnik 1964
IFAC Sensitivity
Conference
Dubrovnik 1964
IFAC Sensitivity
Conference
1 introduction1

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1 introduction1

  • 1.
  • 2. - Introduction (prehistory) - Discrete-time sliding modes - Observers and estimators - Chattering problem - High order sliding modes
  • 3.
  • 4.
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 10. IntroductIon of SlIdIng Mode control First Stage – Control in Canonical Space
  • 11. Introduction of Sliding Mode Control ■ Concept of Sliding Mode ( Second order relay system )  = u , x Upper semi-plane : s > 0 → u = −u0 →  = −u0 x u = −u0 sgn( s ), s = cx + x, u0 , c : const  Lower semi-plane : s < 0 → u = u0 →  = u0 x • State trajectories are towards the line switching line s=0 • State trajectories cannot leave and belong to the switching line s=0 : sliding mode • After sliding mode starts, further motion is governed by s = cx + x = 0  : sliding mode equation e od x  s > 0 ,  = − u0 x M g m In sliding mode, din the system motion is Sli (1) governed by 1st order x equation (reduced order). (2) depending only on ‘c’ not plant dynamics. s = cx + x = 0  n s < 0 ,  = u0 x Slid in E qu g M o d atio e n
  • 12. Mathematical Aspects II Sliding Mode Existence Conditions Scalar Control: Vector Control s =0 Trajectories should be 2 s=0 oriented towards the 2 switching surface  = u , x 3 1 s1=0 u = −u0 sgn( s ), s = cx + x, u0 , c : const  R [ grad ( s)]T bu + ( x) + [ grad ( s )]T f ( x) < 0 [ grad ( s)]T bu − ( x) + [ grad ( s)]T f ( x ) > 0 s ( x )= 0
  • 13.
  • 14. Variable Structure Design Approaches Varying Structures for Stabilization Use of Singular Trajectories SLIDING MODES
  • 15.
  • 16. Introduction of Sliding Mode Control ■ Concept of Sliding Mode ( Variable Structures System )  − ax = u, x 1 If s > 0, x < 0 or s < 0, x > 0 then  − ax = kx x u = − k x sgn( s), s = cx + x, a, k , c > 0  2 If s > 0, x > 0 or s < 0, x < 0 then  − ax = − kx x x  x  x x c0 x + x = 0  1  − ax = kx x 2  − ax = − kx x State planes of two unstable structures
  • 17. Introduction of Sliding Mode Control • If c<c0, the state trajectories are towards the line switching line s=0 • State trajectories cannot leave and belong to the switching line s=0 : sliding mode • After sliding mode starts, further motion is governed by s = cx + x = 0  : sliding mode equation x  1 s > 0, x < 0 2 s > 0, x > 0 In sliding mode, the system motion is (1) governed by 1st order x equation (reduced order). (2) depending only on ‘c’ not plant dynamics. s = 0 or cx + x = 0  s < 0, x > 0 c < c0 2 s < 0, x < 0 1 c0 x + x = 0  State planes of Variable Structure System
  • 18. SLIDING MODE CONTROL • Order of the motion equation is reduced • Motion equation of sliding mode is linear and homogenous. • Sliding mode does not Motion Equation depend on the plant dynamics and is determined by parameter C selected by a designer.
  • 19.
  • 20. VSS in Canonical Space S.V. Emel’yanov, V.A.Taran, On a class of variable structure control systems, Proc. of USSR Academy of Sciences, Energy and Automation, No.3, 1962 (In Russian). The methodology, developed for second-order systems, was preserved:  - sliding mode should exist at any point of switching plane, then it is called sliding plane.  - sliding mode should be stable - the state should reach the plane for any initial conditions.
  • 22. Adaptive VSS The rate of decay in sliding mode may be increased by varying the gain C depending on b.
  • 23. Adaptive VSS, State Plane E.N. Dubrovski, Adaptation principle in VSS, Proceedings of 2nd Bulgarian Conference on Control, v.1, part 1, Varna, 1967 (In Russian). While sliding mode exists the gain C is increased until sliding mode disappears.
  • 24.